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EIA REPORT

REDEVELOPMENT OF GENERAL POOL RESIDENTIAL ACCOMMODATION (GPRA) COLONY AT NETAJI NAGAR

CHAPTER 1 - INTRODUCTION

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1. INTRODUCTION 1.1 BACKGROUND OF THE PROJECT

M/s. NBCC (India) Limited has proposed to redevelop General Pool Residential

Accommodation (GPRA) Colony at Netaji Nagar which consists of 4 Phases in which Type

2 - 6 of 90 Towers with total dwelling units of 4,882 Nos, 5 Office Block, 1 Hostel Block

and other social infrastructure like Netaji Nagar Market, Suvidha Market, Vegetable

Market, Local shopping centre, W.T.I & NDMC Girls Hostel, N.P.CO.ED Primary School

& Senior School, Sarvodaya Vidyalaya Sr. Sec. school, Barat Ghar, Grih Kalyan Kendra,

Community & Service Apartment, Religious Building, Post Office, Dispensary, Zonal

Health Center, Sandhya (Old Age Home) and Maintenance Office. The total built up area

and land area of the proposed project is 14,01,061.58 sq.m and 4,42,404.80 sq.m

respectively.

1.2 IDENTIFICATION OF PROJECT AND PROJECT PROPONENT

1.2.1 Project Proponent

M/s. NBCC (India) Limited has proposed to redevelop General Pool Residential

Accommodation (GPRA) Colony at Netaji Nagar of Africa Avenue Marg, Chanakyapuri

Tehsil, New Delhi District. M/s. NBCC (India) Limited, formerly known as National

Buildings Construction Corporation Ltd., is a blue-chip Government of India Navratna

Enterprise under the Ministry of Housing and Urban Affairs.

1.2.2 Project

TABLE 1.1 - PROJECT DETAILS

Village Netaji Nagar

Tehsil / Taluk Chanakya Puri

District New Delhi

State Delhi

Area of the land 4,42,404.80 Sq.m

Built up area 14,01,061.58 Sq.m



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1.3 BRIEF DESCRIPTION OF PROJECT

The proposed project is redevelopment of General Pool Residential Accommodation

(GPRA) colony at Netaji Nagar of Africa Avenue Marg, Chanakyapuri Tehsil, New Delhi

District. The project is categorized as Category ‘A’ in Schedule 8(b) Township and Area

Development Projects with built up area more than 3,00,000 sq.m as per the MoEFCC

Notification dated 09.12.2016 and it requires Environmental Clearance from MoEFCC,

New Delhi.

1.4 IMPORTANCE AND BENEFITS OF THE PROJECT

The proposed redevelopment project is General Pool residential accommodation (GPRA)

with supporting social infrastructure, General Pool Office Accommodation (GPOA) and

commercial spaces with advanced facilities under Ministry of Housing and Urban

Affairs. The proposed project benefits the surroundings by providing employment

opportunities both during construction and operation phase thereby enhancing the

socio-economic and standard of living the locality.

1.5 SCOPE OF THE STUDY

The scope of study is limited to assessment of impact associated with proposed

construction of area development and Environment Management Plan for safeguarding

the core and buffer zone environment of this town with reference to the following

components:

To conduct literature review and to collect data relevant to the study area

Establishing the baseline environmental aspects in and around the project site

Identifying various existing pollution loads due to various activities

Predicting incremental levels of pollutants in the study area due to the proposed

redevelopment

Evaluating the predicted impacts on various environmental attributes in the study

area by using scientifically developed and widely accepted environmental impact

assessment methodologies

Identifying critical environmental attributes that are required to be monitored in the

post-project scenario.



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To prepare an Environment Management Plan (EMP), outlining the measures for

improving the environmental quality in view of future redevelopment for

environmentally sustainable development

The area falling within 10 km radius from the project site is defined as the study area.

1.6 APPLICABLE ENVIRONMENTAL REGULATORY FRAMEWORK

The proposed redevelopment project will follow and function under the following Rules,

Acts & Regulations that are formulated by the government of India in order to protect

the environment and ensure development takes place in a sustainable way. An outline

of important environmental legislations and their applicability is given in the Table 1.2.

TABLE 1.2 - APPLICABLE ENVIRONMENTAL LEGISLATIONS

S. No. Act Purpose Objective 1. The Environment

(Protection) Act, 1986 amended in 1991

New, Expansion, Modernization activities

Providing protection and improvement for the environment and preventing environmental pollution.

2. The Water (Prevention and Control of Pollution) Act, 1974 amended in 1988


For the prevention and control of water pollution. To ensure discharge of waste water is done as per norms.

3. The Air (Prevention and Control of Pollution) Act , 1981 amended in 1987

New, Expansion, Modernization activities in industries

To control, reduce air pollution.

4. EIA Notification 2006 and its amendments.

New, Expansion, Modernization activities in industries

Protection of the Environment and ensuring that all environmental impacts are mitigated appropriately.

5. The Noise Pollution (Regulation and Control) (Amendment) Rules, 2002


To protect workers and public in the surrounding from noise pollution

6. The Ozone Depleting Substances (Regulation and Control) Rules, 2000

New, Expansion, Modernization activities which include ozone depleting substances

Regulation of production and consumption of ozone depleting substances



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7. Hazardous and other wastes Management, Handling and Trans boundary Movement Rules 2016

New, Expansion, Modernization activities which include Management, Handling and Transboundary Movement of Hazardous waste

Prevention, Control and safe handling of hazardous wastes.

8. The Municipal Solid Wastes (Management and Handling) Rules, 2016

New, Expansion, Modernization activities which include Management, Handling, treatment and disposal of municipal solid wastes.

Prevention, Control and handling of Municipal Solid wastes.

9. E-Waste (Management) Rules, 2016.

New, Expansion, Modernization activities which include Management, Handling, treatment and disposal of E-Wastes.

Prevention, Control and handling of E-Wastes.

10. Construction and Demolition Waste Management Rules, 2016.

New, Expansion, Modernization activities which include handling /disposal of Construction and Demolition Wastes.

Disposal / Handling of Construction and Demolition Waste

11. Plastic Waste Management Rules, 2016.

New, Expansion, Modernization activities which include Management, Handling, treatment and disposal of Plastic Wastes.

Prevention, Control and handling of Plastic Wastes.

Source: CPCB and MoEFCC

1.7 STRUCTURE OF THE EIA REPORT

Environmental Impact Assessment or EIA is one of several tools available for improving

the way in which decisions are made in order to promote sustainable development

outcomes. According to the International Association for Impact Assessment,

Environmental Impact Assessment can be defined as: ‘The process of identifying,

predicting, evaluating and mitigating the biophysical, social, and other relevant effects



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of development proposals prior to major decisions being taken and commitments made.

The objectives of an Environmental Impact Assessment are

To ensure that environmental considerations are explicitly addressed and

incorporated into decision-making processes

To anticipate and avoid, minimise the significant adverse biophysical, social and

other relevant effects of development proposals

To protect the productivity and capacity of natural systems and the ecological

processes that maintain their functions and

To promote development that is sustainable and optimises resource use and

management opportunities.

This report focus on findings, conclusions and recommendations supported by

summaries of the data collected and citations for any references used in interpreting

those data. The environmental assessment report will be organized according to the

outline given below.

Chapter 1 - Introduction

Chapter 2 - Project Description

Chapter 3 - Description of the Environment

Chapter 4 - Anticipated Environmental Impacts and Mitigation Measures

Chapter 5 - Analysis of Alternatives (Site and Technology)

Chapter 6 - Environmental Monitoring Program

Chapter 7 - Additional Studies

Chapter 8 - Project Benefits

Chapter 9 - Environmental Cost Benefit Analysis

Chapter 10 - Environmental Management Plan (EMP)

Chapter 11 - Summary & Conclusions (Summary EIA)

Chapter 12 - Disclosure of EIA Consultant


CHAPTER 2 - PROJECT DESCRIPTION

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2. PROJECT DESCRIPTION

2.1 LOCATION OF THE PROJECT


(GPRA) colony at Netaji Nagar of Africa Avenue Marg, Chanakyapuri Tehsil, New

Delhi District. The site co-ordinates are 28°34'29.11"N Latitude and 77°11'8.36"E

Longitude. The location of the project site and the satellite image of the project site

are given in Figure 2.1 and 2.2 respectively.

2.2 LAND REQUIREMENT AND LAND USE

The proposed project will be developed in an area of 4,42,404.80 sq.m with a total

built up area of 14,01,061.58 sq.m. The detailed land use split up and built up area

statement of the project site is given Table 2.1 and 2.2 respectively.

TABLE 2.1 LAND USE SPLIT UP OF THE PROJECT SITE

S.No Description Area in sq.m. In Percentage 1 Plot coverage 1,13,875.20 25.74 2 Internal Road & Pavement 66,064 14.93 3 Green Belt Area 1,84,769 41.76 4 Open Parking Area 7,390 1.67 5 Other Utility Area 70,306.60 15.89

TOTAL LAND AREA 4,42,404.8 100 Source: NBCC (India) Limited

TABLE 2.2 SUMMARY OF BUILT UP AREA

S.No Towers

No. of. Floor / Block

Units / floor

No of Towers

No of DU* Total (sq.m)

Residential 1 Type - 2 G + 9 8 19 1,482 91585.26 2 Type - 3 G + 9 8 18 1,404 97144.41 3 Type - 4 A G + 10 4 10 410 49562.70 4 Type - 4 B G + 10 4 10 420 50182.13 5 Type - 5 A G + 9 4 4 152 27897.04 6 Type - 5 B G + 10 4 11 462 84638.25 7 Type - 6 A G + 9 3 2 56 13548 8 Type - 6 B G + 10 3 16 496 119669 10 Combined Basement area 433109.54

Sub Total (A) 90 4,882 967336.33 Office

1 Block - 1 G + 10 - 1 - 51375.64



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2 Block - 2 G + 10 - 1 - 45613.14 3 Block - 3 G + 10 - 1 - 42048.57 4 Block - 4 G + 10 - 1 - 59720.09 5 SAARTEC Office G + 5 - 1 - 3055.81 6 SAARTEC Hostel G + 4 - 1 - 4482.14 7 Combined Basement area 137489.75

Sub Total (B) 343785.12 Social Infrastructure

1 Netaji Nagar Market

G + 2 - 1 - 5040.41

2 Suvidha Market G + 1 - 4 - 2565.31 3 Vegetable Market G - 1 - 351.79 4 Local Shopping

Centre B + G + 3 - 1 - 12398.95

5 W.T.I G + 3 - 1 - 1705.85 6 N.P.CO.ED Primary

School G + 3 - 1 - 1744.536

7 N.P.CO.ED Senior Secondary School

G + 3 - 1 - 6823.29

8 Sarvodaya vidyalaya

Sr. Sec. School

G + 3 - 1 - 7809.25

9 Barat Ghar G + 2 - 1 - 968.94 10 Grih Kalyan

Kendra G + 3 - 1 - 2132.19

11 Community & Service Apartments

G + 7 - 1 - 9531.06

12 Religious Building G + 1 - 2 - 350 13 Post Office G + 3 - 1 - 1250.86 14 Dispensary G + 3 - 1 - 1388.61 15 Zonal Health

Center G - 1 - 196.84

16 Sandhya (Old Age Home)

G + 2 - 1 - 2423.11

17 NDMC Maintenance Office

G - 1 - 163.94

18 CPWD Training Centre

G + 1 - 1 - 448.35

19 NBCC Office G + 1 - 1 - 665.85 20 Combined Basement area 31980.99

Sub Total (C) 89,940.126 Grand Total (A + B + C) - - - 4,882 14,01,061.58 Source: NBCC (India) Limited *Dwelling Units (Residential)



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FIGURE 2.1 MAP SHOWING LOCATION OF THE PROJECT SITE

Source: Maps of India



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A 28°34'45.62"N 77°11'22.86"E B 28°34'14.01"N 77°11'22.34"E C 28°34'14.69"N 77°11'08.45"E D 28°34'36.36"N 77°10'59.35"E

FIGURE 2.2 SATELLITE IMAGE OF THE PROJECT SITE



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TABLE 2.3 SALIENT FEATURES OF THE PROJECT

S.NO DESCRIPTION DETAILS 1. Total area of Extent 4,42,404.80 sq.m 2. Total Built up area 14,01,061.58 sq.m 3. Plot Coverage 1,13,875.20 sq.m (25.74 %) 4. Achieved FAR 180.97 5. Green belt area 1,84,769 sq.m (41.76 %) 6. Parking

1. Total ECS of parking required (Car + Two wheeler) as per norms

2. Total ECS of parking provided (Car + Two wheeler) as per norms

15,929 ECS 17,928 ECS

7. Source of Water Supply New Delhi Municipal Council (NDMC) 8. Total water Requirement 5,016 KLD 9. Fresh Water Requirement 2,871 KLD 10. Quantity of wastewater

generation 4,227 KLD

11. Treatment system for waste water

4,227 KL Capacity (FABB Technology)

12. Power requirement & Source 48,041 MVA and NDMC 13. Solid waste generation,

treatment and management Municipal Solid waste - 19,863 Kg/day Bio-degradable - 9,333 Kg/day (OWC) Non-Biodegradable - 5,562 Kg/day

(Authorized Recyclers) Recyclable waste - 4,966 Kg/day

(Authorized Recyclers) STP sludge - 608 Kg/day (Manure for

gardening) Hazardous waste DG Filters & filter material - 1.2 TPA

(Disposal through TSDF facility) Used oil - 2.8 TPA (Disposed to CPCB

authorized re-processors) Source: ABC Techno Labs India Private Limited / NBCC (India) Limited



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2.3 ENVIRONMENTAL SENSITIVITY OF THE PROJECT SITE

The site is categorized as Mix Residential Use by Delhi Development Authority (Annexure

III). It indicated that the facilities adjacent to the site are residential, educational and

vacant lands. Hence proposed development/ land use is consistent with the

surroundings. Surrounding Infrastructure map covering 5 km radius given in Figure

2.3. Topo map of the project site covering 10 km radius is given in Figure - 2.4. and the

drainage map of the project site covering 10 km radius is given in Figure 2.5. The

Environmental Setting of the project site is given in Table - 2.4.

TABLE 2.4 ENVIRONMENTAL SETTING OF THE PROJECT SITE

S.NO. PARTICULARS DETAILS 1. Site Latitude 28°34'29.11"N

2. Site Longitude 77°11'8.36"E

3. Present Land use Mix Residential Use

4. Nearest railway station • Safdarjung - 0.40 km (N)

• Sarojini Nagar - 0.68 km (NE)

• Chankyapuri - 1.9 km (NNW)

5. Nearest Bus stop • DTC Sarojini Nagar Depot - 0.07 km (E)

• Hyatt Bus Stop - 0.09 km (S)

• R K Puram - 0.23 km (SW)

• North Moti Bagh - 0.5 km (W)

6. Nearest airport • Indira Gandhi International Airport - 7.6

km (SW)

7. Nearest town/ city Within City Limit

8. Hills/ valleys Nil (within 10 km radius)

9. Topography Plain

10. National parks/Wildlife

Sanctuaries

• Okhla Bird Sanctuary - 10.81 Km SE

• Asola Wildlife Sanctuary - 11.2 km (ESE)

11. Reservoir/Lake/River/Sea • Deer Park Lake - 2 km (SSE)

• Jharera Pond - 4.3 km (WNW)

• Yamuna River Canal - 4.8 km (E)



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S.NO. PARTICULARS DETAILS • Shamshi Talab Pond - 6.0 (S)

• Prasad Nagar Lake - 8.0 km (N)

• Yamuna River - 8.2 km (E)

• Tihar Lake - 9.7 km (NW)

• Nallah - 9.7 km (SSE)

12. Reserved/ Protected Forests • Central Ridge Forest - 2.8 km (NNW)

13. Archaeological Important

Places

• Satpula - 5.0 km (SE)

• Mehrauli Archaeological Park - 5.2 km (S)

• Sultan Garhi's Tomb - 6.0 km (SW)

• Purana Qila Fort - 6.1 km (NE)

14. Seismicity Seismic Zone IV as per IS 1893 (Part-1): 2002

15. Defense Installations Delhi Cantonment - 5.13 km (NW)

16. Nearest Port Nil (within 10 km radius)

Source: ABC Techno Labs India Private Limited



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FIGURE 2.3 SURROUNDING INFRASTRUCTURE MAP OF THE SITE COVERING 5 KM RADIUS

Source: Google Earth, 22.06.2017



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FIGURE 2.4 TOPO MAP OF THE SITE COVERING 10 KM RADIUS

Source: Survey of India, 1st Edition, 2011



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FIGURE 2.5 DRAINAGE MAP SHOWING 10 KM RADIUS OF THE PROJECT SITE

Source: Survey of India, 1st Edition, 2011



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2.4 SITE CONNECTIVITY

The project site is well connected by road, rail and air ways. Safdarjung and Sarojini

Nagar Railway station is located at 0.4 km North & 0.6 Km North East from the

project site. DTC Sarojini Nagar Depot and Hyatt Bus Stop are located at 0.07 Km

East and 0.09 Km South respectively. The map showing the roads and railways are

given in Figure 2.6.

FIGURE 2.6 LOCAL CONNECTIVITY OF THE PROJECT SITE

Source: Wikimapia, 22.06.2017

2.5 PROJECT COST

The project cost for the proposed Redevelopment of General Pool Residential

Accommodation is estimated to be around Rs.5,466 Crores.

2.6 POPULATION

The total manpower requirement during the construction phase and the expected

population during the operational phase of the project are given below in Table - 2.5

and Table - 2.6 respectively.



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TABLE 2.5 MANPOWER REQUIREMENT DURING CONSTRUCTION PHASE

S.NO DESCRIPTION 1. Approximately 750 persons Inclusive of workmen, Laborers, Supervisors,

Engineers, Architects and Managers

TABLE 2.6 EXPECTED POPULATION DETAILS DURING OPERATION PHASE

S.No Phases Occupancy

Phase 1 1 Type 2 6,669 2 Type 3 6,318 3 Veg Market 117 4 Netaji Market 1,171 5 Primary School - 6 Suvidha Market 120 7 Sarvodaya Vidyalaya Senior secondary school 781 8 Barat Ghar 323 9 Post office 417 10 Dispensary 733 11 Zonal health center 66 12 W.T.I 171 13 Rooms 100 14 Sandhya old age home Kitchen - 15 Rooms 68 16 NDMC Maintenance office and bank - 17 NBCC Maintenance and Bank - 18 Religious Building - 19 Grih Kalyan Kendra 192 20 N.P.CO. ED Senior secondary school 682 21 CPWD Training Centre - 22 Maintenance Staff 400

Sub total (A) 18,328 Phase 2

Commercial area 1 Sartac office & Hostel 754 2 Office blocks 1 to 4 19,876 3 Back wash - 4 Service apartment & Community 953 5 Rooms 240 6 Maintenance Staff 200

Sub total (B) 22,023



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Phase 3 1 Type 4 (Main) 3,735 2 Type 4 (Service) 1,868 3 Type 6 (Main) 252 4 Type 6 (Service) 126 5 Suvidha Market (2 Nos.) 106 6 Local shopping Market 5,083 7 Back wash - 8 Maintenance Staff 200

Sub total (C) 11,370 Phase 4

1 Type 5 (Main) 2,763 2 Type 5 (Service) 1,382 3 Type 6 (Main) 2,232 4 Type 6 (Service) 1,116 5 Suvidha Market 207 6 Back wash - 7 Maintenance Staff 200

Sub total (D) 7,900 Grand Total (A+B+C+D) 59,621

2.7 WATER REQUIREMENT

Water requirement during Construction Phase will be about 54 KLD which will be

sourced from outside through tankers by Civil Contractors.

Total water requirement during operation Phase will be 5,016 KLD. Out of it, 2,871

KLD is fresh water. The fresh water requirement is sourced from New Delhi Municipal

Council (NDMC). The details of water requirement calculation are given in Table 3.8

& 3.9 and the phase wise water balance chart is shown in Figure 2.7.

TABLE 2.7 WATER REQUIREMENT DURING CONSTRUCTION PHASE S. No

Description

Total no. of

Persons

Water demand

per person/

day

Demand per person/day (in LPCD)

Domestic water

Demand in LPCD

Flushing Demand in LPCD

Domestic use

Flushing use

1. Workers 750 45 25 20 18,750 15,000 2. Curing - - 20 - 20,250 -

TOTAL 39,000 15,000 GRAND TOTAL (IN KLD) 54



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TABLE 2.8 WATER REQUIREMENT DURING OPERATION PHASE

S.No Phases Occupancy Litres per capita per

day

Water requirement (KLD)

Domestic Toilet Flushing Total WR

Phase 1 1 Type 2 6669 135 585.21 315.11 900.31 2 Type 3 6318 135 554.41 298.53 852.93 3 Veg Market 117 45 0.74 1.37 2.11 4 Netaji Market 1171 45 7.38 13.7 21.08 5 Primary School - 45 3.25 1.75 5.00 6 Suvidha Market 120 45 0.76 1.41 2.17 7 Back wash - - 24.29 14.55 38.85 8 Sarvodaya Vidyalaya Senior secondary school 781 45 12.3 22.84 35.14 9 Barat Ghar 323 45 2.03 3.77 5.8 10 Post office 417 45 3.15 5.85 9.0 11 Dispensary 733 45 4.61 8.57 13.18 12 Zonal health center 66 45 0.41 0.77 1.18 13 W.T.I 171 45 2.69 4.99 7.68 14 Rooms 100 135 8.77 4.73 13.5 15 Sandhya old age home Kitchen - 135 3.5 6.5 10.0 16 Rooms 68 - 6.85 4.84 11.68 17 NDMC Maintenance office and bank - 45 1.22 2.28 3.5 18 NBCC Maintenance and Bank - 45 1.75 3.25 5.0 19 Religious Building - - 1 - 1.0 20 Grih Kalyan Kendra 192 45 3.02 5.62 8.64 21 N.P.CO. ED Senior secondary school 682 45 10.75 19.96 30.71 22 CPWD Training centre - 45 1.05 1.95 3.0 23 Maintenance Staff 400 45 6.3 11.7 18.00

Sub total (A) 18,328 1,245.44 754.04 1,999.46



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Phase 2 Commercial area 1 Sartac office & Hostel 754 45 11.87 22.05 33.92 2 Office blocks 1 to 4 19876 45 313.04 581.37 894.41 3 Back wash - - 7.36 12.93 20.29 4 Service apartment & Community 953 45 15.01 27.88 42.89 5 Rooms 240 - 28.08 15.12 43.2 6 Maintenance Staff 200 45 3.15 5.85 9.0

Sub total (B) 22,023 - 378.51 665.20 1,043.71 Phase 3

1 Type 4 (Main) 3735 135 327.75 176.48 504.23 2 Type 4 (Service) 1868 135 163.87 88.24 252.11 3 Type 6 (Main) 252 135 22.11 11.91 34.02 4 Type 6 (Service) 126 135 11.06 5.95 17.01 5 Suvidha Market (2 Nos.) 106 45 1.85 3.44 5.29 6 Local shopping Market 5083 45 32.02 59.46 91.48 7 Back wash - - 11.16 6.88 18.03 8 Maintenance Staff 200 45 3.15 5.85 9.0

Sub total (C) 11,370 572.97 356.21 931.17 Phase 4

1 Type 5 (Main) 2763 135 242.45 130.55 373 2 Type 5 (Service) 1382 135 121.23 65.27 186.5 3 Type 6 (Main) 2232 135 195.86 105.46 301.32 4 Type 6 (Service) 1116 135 97.93 52.73 150.66 5 Suvidha Market 207 45 1.3 2.42 3.72 6 Back wash - - 13.17 7.13 20.3 7 Maintenance Staff 200 45 3.15 5.85 9.0

Sub total (D) 7900 675.09 369.41 1044.5 Grand Total (A+B+C+D) 59,621 2,872 2,145 5,016

Note: Treated water from all phase I, III, IV will be utilized in Phase II as soft water for HVAC, therefore no excess treated water will be disposed outside



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FIGURE 2.7a WATER BALANCE CHART FOR PHASE I

Supply Water

90% 85 % = 1424 KLD

670 KLD

240 KLD

80% DOMESTIC WATER (1245 KLD)

TOILET FLUSHING (754 KLD)

HORTICULTURE (240 KLD)

WATER SUPPLY (1245 KLD)

1245 KLD

SOFT WATER TO PHASE-II (430 KLD)

STP Capacity (1675 KLD)

754 KLD

430 KLD

430 KLD

Recycled Water



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FIGURE 2.7b WATER BALANCE CHART FOR PHASE II

269 KLD

Supply Water

90% 85 % = 766 KLD

101 KLD

101 KLD





379 KLD

SOFT WATER FOR AC (953 KLD)


665 KLD

269 KLD

Recycled Water

56 KLD FROM PHASE - IV

430 KLD FROM PHASE - I

145 KLD FROM PHASE - III

109 KLD FROM PHASE - IV



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FIGURE 2.7c WATER BALANCE CHART FOR PHASE III

Supply Water

90% 85 % = 661 KLD

305 KLD

160 KLD





572 KLD



356 KLD

145 KLD

145 KLD

Recycled Water



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FIGURE 2.7d WATER BALANCE CHART FOR PHASE IV

Supply Water

90% 85 % = 742 KLD

373 KLD

207 KLD





675 KLD



369 KLD

166 KLD

56 KLD

Recycled Water

HORTICULTURE PHASE–II (56 KLD)

110 KLD

110 KLD



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FIGURE 2.7e COMBINED WATER BALANCE CHART FOR ALL PHASE

Supply Water

90% 85 % = 3593 KLD

1448 KLD

764 KLD





2872 KLD

SOFT WATER FOR AC (953 KLD)


2145 KLD

269 KLD

Recycled Water

684 KLD 684 KLD



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2.8 SEWAGE GENERATION, TREATMENT AND DISPOSAL

2.8.1 During Construction Phase

Quantity of sewage generated during construction phase will be 30 KLD. Thus the

sewage will be treated by providing septic tank followed by soak pits.

2.8.2 During Operation Phase

Quantity of sewage generated during operational phase shall be 4,227 KLD. Thus

the sewage will be treated through sewage treatment plant of capacity 4,227 KLD

based on FABB technology. The treated sewage will be reused for toilet flushing

(2,145 KLD), landscaping (764 KLD) and HVAC (950 KLD). There will be no excess

treated sewage to be disposed outside. Totally 4 Nos. of STP will be provided (i.e.

1625, 901, 778 & 873 KLD). The detail of sewage treatment plant of 4,227 KLD is

enclosed as Annexure XIV.

2.9 SOLID WASTE GENERATION, COLLECTION, TREATMENT AND ITS

DISPOSAL

2.9.1 Municipal Solid Waste

The quantity of municipal Solid waste generated from all the proposed phase are

estimated to be 19,863 kg/day.

TABLE 2.9 SOLID WASTE GENERATION

S.No Phases Occupancy Solid waste (kg/day)

Phase 1 1 Type 2 6669 3335 2 Type 3 6318 3159 3 Veg Market 117 23 4 Netaji Market 1171 234 5 Primary School - - 6 Suvidha Market 120 24 7 Sarvodaya Vidyalaya Senior secondary

school 781 156 8 Barat Ghar 323 65 9 Post office 417 83 10 Dispensary 733 147 11 Zonal health center 66 13 12 W.T.I 171 34 13 Rooms 100 20 14 Sandhya old age home Kitchen - -



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15 Rooms 68 14 16 NDMC Maintenance office and bank - - 17 NBCC Maintenance and Bank - - 18 Religious Building - - 19 Grih Kalyan Kendra 192 38 20 N.P.CO. ED Senior secondary school 682 136 21 CPWD Training centre - - 22 Maintenance Staff 400 80

Sub total (A) 18,328 7,562 Phase 2

Commercial area 1 Sartac office & Hostel 754 151 2 Office blocks 1 to 4 19876 3975 3 Back wash - - 4 Service apartment & Community 953 191 5 Rooms 240 48 6 Maintenance Staff 200 40

Sub total (B) 22,023 4,405 Phase 3

1 Type 4 (Main) 3735 1868 2 Type 4 (Service) 1868 934 3 Type 6 (Main) 252 126 4 Type 6 (Service) 126 63 5 Suvidha Market (2 nos) 106 21 6 Local shopping Market 5083 1017 7 Back wash - - 8 Maintenance Staff 200 40

Sub total (C) 11,370 4,068 Phase 4

1 Type 5 (Main) 2763 1382 2 Type 5 (Service) 1382 691 3 Type 6 (Main) 2232 1116 4 Type 6 (Service) 1116 558 5 Suvidha Market 207 41 6 Back wash 0 0 7 Maintenance Staff 200 40

Sub total (D) 7,900 3,828 Grand Total (A+B+C+D) 59,621 19,863

Note: The estimation of solid waste generation for Residential Zone & Commercial Zone are taken as 0.5 kg/person/day & 0.2 kg/person/day respectively



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TABLE 2.10 SOLID WASTE GENERATION & MANAGEMENT

S.No Description Quantity (kg/day)

Method of Treatment / Disposal

1 Bio degradable Waste 9,335 Organic Waste Converter (OWC)

2 Non Bio degradable Waste

5,562 Authorized Recyclers

3 Recyclable waste 4,966 Authorized Recyclers

4 STP Sludge 609 Used as Manure for landscape area

• The garbage will be collected and stored in garbage collection room and

segregated as Biodegradable waste, Non-Biodegradable waste and Recyclable

waste using different color coded bins

• Bio degradable waste will be treated by OWC and used as a manure for

gardening area

• Recyclable wastes are inert waste which will be disposed through authorized

recyclers.

• Dewatered STP sludge will be used as manure for gardening within the facility

• The total excavated earth material will be used for refilling in the low lying

area.

2.9.2 Techniques for disposal of generated waste

Organic Waste Converter

The Mechanical Composter involves a biomechanical process which decomposes

bacteria and produces odorless pre-organic compost in 15 minutes. The machine

occupies small area and provides a cleaner and better environment.

Working Principle

Mechanical Composter converts the organic waste into odorless, pre-compost

manure in 15-20 minutes. The organic waste, free from foreign particles is fed into

MC. The shredder reduces the organic waste into the optimum particle size for

composting. Then it is mixed with moisture absorbing materials and Useful micro-

organisms. This mixture is then blended for a homogeneous mixture and is converted

into pre compost manure in 20 minutes. The pre compost manure is then fed into

aerated compost blocks or 12 - 15 days.



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SEPTEMBER 2017

The compost blocks or piles are specially designed for the pre-compost manure to

have proper aeration and suitable environment to mature. The final manure will be

rich in nutrients and used for the development of green belt.

Salient Features of Organic Waste Converter (OWC)

Quick, easy to operate, less space requirement and odor free manure

compared to other waste conversion process

Immediate and hygienic disposal of food waste

Waste minimization strategy followed by 3R Technique (Reduce, Reuse,

Recycle)

Savings on Purchase of Manure for landscape

Savings on Waste Disposal Expenses

Elimination on the usage of chemical fertilizers

Carbon credit revenue in the future

Optimum Conditions for Composting

During Composting process, optimum conditions shall be maintained to achieve

better compost value. The parameters mentioned below shall be maintained

accordingly during operation.

TABLE 2.11 OPTIMUM CONDITIONS FOR COMPOSTING

S.No. Parameters Values

1. C/N Ratio 30 : 1

2. Particle Size 1/8 to 2 inches

3. Oxygen 15 % - 20 %

4. Temperature 55 - 65.5 ⁰ C

5. Moisture 40 % - 60 %

6. pH 6.5 - 7.5

TABLE 2.12 CHARACTERISTICS OF FINAL COMPOST

S.No Parameters Concentrations (% except pH) 1. Total Nitrogen 1.3 2. Total Phosphorus 0.2 - 0.5 3. Total Potassium 0.5 4. Organic Phosphorus 0.054 5. pH 8.6 6. Moisture 45 - 50 7. Organic matter 30 - 70



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SEPTEMBER 2017

2.10 POWER DETAILS

Power will be availed from New Delhi Municipal Council (NDMC). Total Electric load

for the proposed project is 48,041 KW. Power back up details is given below for flats

and common services such as WTP, STP and staircase lightings etc., the required

diesel will be purchased on daily basis from nearby petrol bunk. Hence there is no

storage facility for storing high speed diesel. Details of the D.G Set details are shown

in Table 2.13.

TABLE 2.13 DG SET DETAILS

S.No Description Details Residential Office

1 Number of DG set and its Capacity 13 x 500 KVA 15 x 1500

KVA 1 x 750

KVA 1 x 500

KVA 2 Type of Fuel High Speed

Diesel High Speed Diesel

3 Material of the Stack Mild Steel Mild Steel 4 Diameter of the stack 0.15 m 0.15 m 5 Height of the stack* 33 m from GL

(each) 33 m from GL (each)

33 m from GL (each)

33 m from GL (each)

6 Fuel Consumption (lph) @ 80 load 80 (each) 240 (each) 120 80

* As per CPCB Norms

2.11 PARKING DETAILS

The parking space criteria and area requirement provided are summarized in the

Table 2.14. Parking details are designed as per Model Building Bye-Laws, 2016,

TCPO (Town and Country Planning Organisation) Norms.

TABLE 2.14 PARKING AREA DETAILS

DESCRIPTION FAR AREA In sq.m

REQUIRED PARKING in ECS

PARKING REQUIREMENT FOR HOUSING Proposed FAR for Housing Excluding EWS 5,34,227.6 - Parking Requirement for Housing @ 2ECS/100sq.m. of FAR Area - 10,685

PARKING REQUIREMENT FOR COMMERCIAL Proposed FAR for Shopping 12,398.95 - Parking Requirement for Shopping @ 2ECS/100sq.m. of FAR Area - 372

PARKING REQUIREMENT FOR SOCIAL INFRASTRUCTURE Proposed FAR for Facilities 57,959.16 -



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SEPTEMBER 2017

Parking Requirement for Facilities @ 2ECS/100sq.m. of FAR Area - 1159

PARKING REQUIREMENT FOR OFFICE Proposed FAR for Office 2,06,295.38 - Parking Requirement for Office @ 2ECS/100sq.m. of FAR Area - 3,713

TOTAL AREA REQUIRED - 15,929

TABLE 2.15 BASEMENT PARKING AREA DETAILS

PROPOSED PARKING STATEMENT DESCRIPTION PARKING PROPOSED (IN ECS) 1st Basement 8,899 2nd Basement 7,810 3rd Basement 1,219 TOTAL PROPOSED PARKING 17,928


CHAPTER 3 - DESCRIPTION OF THE ENVIRONMENT

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SEPTEMBER 2017

3. DESCRIPTION OF THE ENVIRONMENT

3.1 INTRODUCTION

This chapter illustrates the description of the existing environmental status of the

study area with reference to the prominent environmental attributes. The core area

of the study covers 10-km radius around the project site.

The existing environm ental setting is considered to adjudge the baseline

environmental conditions, which are described with respect to climate, atmospheric

conditions, water quality, soil quality, vegetation pattern, ecology, socioeconomic

profile, land use and places of archaeological importance.

The baseline monitoring study has been carried out from April to June 2017 and

secondary data collected from various Government, Semi- Government and Public

sector organizations.

3.2 GEOLOGY AND HYDROGEOLOGY ASPECTS

3.2.1 Geomorphology and Soil Types

Geomorphology

The study area is under Older Alluvial Plain and Delhi ridge. This area has varied

surface altitude due to Delhi Ridge. The ridge occupies the western border of the

district. Nearly 10 sq. km area falling within the ridge area has an altitude ranging

from 225 to 255 m amsl. Eastern part of the district is under Older Alluvial Plain,

with general elevation ranging from 209 to 219 m amsl.

Soil Types

The study area has clay, silt and fine to medium sand. The soil is mostly

calcareous in nature.

3.2.2 Hydrogeology

Water Bearing Formation

Hydrogeological map of the district is presented in Figure 3.1a. The sub-surface

configuration of New Delhi district is different at various places. Subsurface

disposition of aquifers is shown in Figure 3.1b. The western part adjoining to Delhi

ridge is characterized by marginal alluvium where 0 to 30 m thick veneer of

alluvium overlies weathered and fractured quartzite rocks (Delhi Ridge). The



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SEPTEMBER 2017

alluvium consists of clay, silt and fine to medium sand. A substantial amount of

Kankar is also admixed with the clayey-silt below 20m depth. This is the main

aquifer material found in these areas. The top soil zone predominantly consists of

silty-clay material followed by thin partings of clayey-silt, sandysilt and clay layers

alternatively. Sandy-silt strata forms as favorable aquifer zone. In the western part

of New Delhi district, covering areas of Rashtrapati Bhavan, Chanakyapuri,

Shantipath, South and North Avenue and Connaught Place tube wells are tapping

both alluvium as well as hard rock whereas in the eastern part, tube wells

generally tap alluvium. The tube wells usually tap kankar zone admixed with

clayey-silt and sandy-silt aquifer zone. The yield of the tube wells in the district

ranges from 55 to 435 LPM. The depth of bedrock ranges from 5 to 91 m in the

district.

Depth of water level

Ground water in the area occurs both under water table as well as under semi-

confined conditions. The depth to water level during pre-monsoon in the district

varies from 6.44 to 24.05 m bgl and during post monsoon period, it varies from

6.11 to 25.05 mbgl (Figure 3.1c & d). There is a wide variation in water level due to

wide range of topographic relief. In the Yamuna flood plain area, depth to water

level ranges from 5 to 8 m bgl whereas in the Delhi ridge area, it varies from 10 to

25 mbgl.

Seasonal Water level fluctuation

Seasonal water level fluctuation has been computed from the water level data

obtained from the ground water observation wells monitored in the area during pre-

monsoon and post-monsoon period. Fluctuation in water level is the outcome of

mainly the amount of rainfall received by the area and ground water withdrawal.

The seasonal fluctuation in water level between pre and post monsoon shows rise

in water level ranging from 0.22 to 1.22 m and fall ranging from 0.15 to 1.80 m.

Long Term Water level trend

The long-term water level trend analysis in the district over the last 10 years period

shows i) a fall of 0.04 to 2.58 m during the pre-monsoon period and ii) a fall of 0.03

to 3.11 m during the post-monsoon period.



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SEPTEMBER 2017

FIGURE 3.1a HYDROGEOLOGICAL MAP OF NEW DELHI

PROJECT SITE



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SEPTEMBER 2017

FIGURE 3.1b HYDROGEOLOGICAL MAP OF NEW DELHI (LEGEND)



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FIGURE 3.1c GEOLOGICAL CROSS SECTION AND AQUIFER GEOMETRY OF

NEW DELHI



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FIGURE 3.1d DEPTH OF WATER LEVEL MAP DURING PREMONSOON

FIGURE 3.1e DEPTH OF WATER LEVEL MAP DURING POSTMONSOON



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SEPTEMBER 2017

3.3 METEROLOGY

The meteorological data recorded during the study period is very useful for proper

interpretation of the baseline information as well as for input to prediction models

for air quality dispersion. Historical data on meteorological parameters will also

play an important role in identifying general meteorological regime of the region.

On-site monitoring was undertaken for various meteorological variables in order to

record the site-specific data. Data was recorded every hour continuously from 1st

April 2016 to 30th June 2017. India Meteorological Department has been

monitoring surface observations at Delhi. Temperature, relative humidity, rainfall,

wind speed and direction are measured twice a day viz., at 08.30 and 17.30 hr. The

wind speed and direction data of IMD, Delhi station has been obtained for the past

available 10 years. The data for the remaining parameters has been collected for

the last 10 years and processed.

3.3.1 Meteorological Data Recorded at Site

The meteorological parameters were recorded at site on hourly basis during the

study period and consists of parameters like wind speed, wind direction and

temperature. The total rainfall was recorded daily once at 08.30 hrs. The maximum

and minimum values for all the parameters except wind direction are presented in

Table 3.1a.

TABLE 3.1a SITE SPECIFIC METEROLOGICAL DATA FROM MARCH - MAY

2017

Month Temperature (oC) Relative Humidity

(%) Maximum Minimum April 38 23 31 May 40 26 38 June 37 27 54

Source: IMD, New Delhi



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SEPTEMBER 2017


FIGURE 3.2 - SITE SPECIFIC WIND ROSE DIAGRAM FOR MARCH TO MAY

2017



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SEPTEMBER 2017

TABLE 3.1b WIND FREQUENCY DISTRIBUTION

S. No

Directions / Wind Classes

(Knots) 1-4 4-7 7-11 11-17 17-21 >=22 Total

1 348.75 - 11.25 51 13 10 3 0 0 77 2 11.25 - 33.75 35 19 3 3 0 0 60 3 33.75 - 56.25 56 44 22 4 0 0 126 4 56.25 - 78.75 32 27 13 2 0 0 74 5 78.75 - 101.25 63 68 39 5 0 0 175 6 101.25 - 123.75 41 32 36 0 0 0 109 7 123.75 - 146.25 20 28 3 0 0 0 51 8 146.25 - 168.75 13 10 0 0 0 0 23 9 168.75 - 191.25 4 13 9 4 0 0 30 10 191.25 - 213.75 12 2 2 0 0 0 16 11 213.75 - 236.25 37 25 15 5 0 0 82 12 236.25 - 258.75 25 30 19 8 1 2 85 13 258.75 - 281.25 100 68 90 22 0 2 282 14 281.25 - 303.75 40 44 58 34 3 2 181 15 303.75 - 326.25 71 71 58 19 2 0 221 16 326.25 - 348.75 20 15 14 10 0 0 59

Sub-Total 620 509 391 119 6 6 1651 Calms 553

Missing/Incomplete 0 Total 2184


3.3.2 Secondary Data from IMD

The nearby India Meteorological Department station that is generating

meteorological data is 3.84 km from the project site i.e. IMD, Delhi. Hence,

secondary information on meteorological conditions has been collected from IMD

station at New Delhi.

TABLE 3.2a RAINFALL DATA FOR A PERIOD OF 5 YEARS

YEAR JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC 2012 13.8 1.5 6.3 12.8 2.5 133 105.7 348.9 44.8 7.0 1.1 2.6 2013 33.2 102.1 10.9 10.5 0.3 99.8 342.2 301.0 104.4 69.1 0.5 5.7 2014 11.5 48.8 35.8 9.9 52.9 43.6 108.6 138.9 84.9 1.4 0.0 12.3 2015 25.7 2.2 103.0 32.6 4.7 67.2 242.1 181.7 22.3 0.1 1.2 0.0 2016 0.0 1.3 29.8 0.0 18.3 27.8 291.5 145.7 71.1 1.5 0.0 0.0

Source: IMD, New Delhi



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SEPTEMBER 2017

FIGURE 3.3 ANNUAL WIND ROSE DIAGRAM - IMD DELHI (1971 - 2000)

Source: IMD

TABLE 3.2 b WIND FREQUENCY DISTRIBUTION

Source: IMD



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SEPTEMBER 2017

TABLE 3.2c CLIMATOLOGICAL DATA STATION FOR THE YEAR 2016 IMD, DELHI

Month Temperature (°C) Relative Humidity (%) Rainfall (mm) Max Min Max Min Mean

January 21 9 98 49 0.0 February 26 11 94 32 1.3 March 31 17 88 29 29.8 April 38 23 56 13 0.0 May 40 26 64 22 18.3 June 39 28 79 33 27.8 July 34 27 91 60 291.5 August 34 26 90 55 145.7 September 35 26 84 43 71.1 October 34 20 85 34 1.5 November 29 13 89 25 0.0 December 24 9 97 39 0.0

3.3.3 Observation of secondary data

3.3.3.1 Rainfall

The average annual rainfall of the district is 712 millimetres. About 81% of the

annual rainfall is received during the monsoon months of July, SEPTEMBER and

September. The rest of the rainfall is received as winter rain and as thunderstorm

rain in the pre and post monsoon months. The variation of rainfall from year to

year is large. On an average rain of 2.5 mm or more falls on 27 days in a year, of

which, 19 days are during the monsoon months. Two to three days in June are

rainy. In other months, except in November and in first half of December when it is

practically rainless, rain falls on a day or two only in each month.

3.3.3.2 Climate

The climate of district is mainly influenced by its inland position and prevalence of

air of the continental type during major part of the year. Extreme dryness with

intensely hot summer and cold winter are characteristics of the climate. The cold

season starts towards the latter half of November when both day and night

temperatures drop rapidly with the advance of the season. January is the coldest

month with the mean daily maximum temperature at 21.3ºC and the mean daily

minimum temperature at 7.3ºC. May and June are the hottest months. In May and

June, maximum temperature may sometimes reach 46 ºC or 47ºC.



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SEPTEMBER 2017

3.4 AIR QUALITY

3.4.1 Methodology Adopted for Air Quality Survey

3.4.1.1 Selection of Sampling Locations

The baseline status of the ambient air quality has been assessed through a

scientifically designed ambient air quality monitoring network. The design of

monitoring network in the air quality surveillance program has been based on the

following considerations:

Meteorological conditions on synoptic basis;

Topography of the study area;

Representatives of regional background air quality for obtaining baseline status;

Representatives of likely impact areas.

Ambient Air Quality Monitoring (AAQM) stations were set up at six locations with

due consideration to the above mentioned points. Table 3.3 gives the details of

environmental setting around each monitoring station. The location of the selected

stations with reference to the plant boundary is given in the same table and shown

in Figure 3.4.

TABLE 3.3 DETAILS OF AMBIENT AIR QUALITY MONITORING LOCATIONS

S.No Place Geographical Location

Direction w.r.t the project

site

Distance from the project

site

Environmental Settings

1. Project Site 28º34’29.11” N 77º11’08.36” E - - Empty Land

2. R. K Puram 28º33’50.70” N 77º10’38.60” E SW 1.1 Residential

3. Safdarjung Enclave

28º33’50.09” N 77º11’30.09” E NE 0.75 Residential

4. Near Sarojini Market

28º34’31.06” N 77º12’00.81” E E 1.07 Residential

5. Chanakyapuri 28º35’28.41” N 77º11’25.39” E N 1.33 Residential

6. Arjun Vihar 28º35’28.41” N 77º09’18.97” E NW 3.18 Residential



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SEPTEMBER 2017

FIGURE 3.4 AMBIENT AIR QUALITY SAMPLING LOCATION



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SEPTEMBER 2017

3.4.1.2 Frequency and Parameters for Sampling Ambient air quality monitoring was carried out at each location. Respirable

particulate matter (PM10 and PM2.5), Sulphur dioxide (SO2), Oxides of Nitrogen

(Nox), Carbon Monoxide and Lead associated with project. All parameters are

sampled twenty-four hour continuously twice a week for three months. This is to

allow a comparison with the present revised standards mentioned in the latest

Gazette Notification of the Central Pollution Control Board (CPCB) (November 18,

2009).

3.4.1.3 Method of Analysis The air samples were analyzed as per standard methods specified by Central

Pollution Control Board (CPCB), IS: 5184 and American Public Health Association

(APHA).

3.4.2 Instruments used for Sampling Respirable Dust Samplers APM-460 BL of Envirotech were used for monitoring

Particulate matter (PM10), other pollutants like SO2, NOx, and Gas Analyzer for

Carbon Monoxide and Lead. Fine Particulate Samplers APM 550 of Envirotech was

used for monitoring PM2.5.

3.4.3 Sampling and Analytical Techniques The techniques for sampling and analysis of parameters are presented in the Table

3.4.

TABLE 3.4 TECHNIQUES USED FOR AMBIENT AIR QUALITY MONITORING

S. No Parameters Technique

1. Particulate Matter (PM10), µg/m3

Gravimetric (High- Volume with Cyclone) IS: 5182(Part 23)2006 (RA 2012)

2. Particulate Matter (PM2.5), µg/m3

Gravimetric (Fine particulate Sampler)

3. Oxides of Sulphur (SO2), µg/m3

EPA Modified West & Gaeke method IS: 5182(Part 2)2001 (RA 2012)

4. Oxides of Nitrogen (NOx), µg/m3

Arsenite Modified Jacob & Hochheiser IS: 5182(Part 6)-2006 (RA 2012)

5. Carbon Monoxide, mg/m3 Gas Analyser (NDIR)



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SEPTEMBER 2017

3.4.4 Presentation of Primary Data

The summary of these results for each location is presented in Table 3.5. These are

compared with the standards prescribed by Central Pollution Control Board

(CPCB).



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SEPTEMBER 2017

TABLE 3.5 SUMMARY OF AMBIENT AIR QUALITY RESULTS

Code Location PM2.5, µg/m3 PM,10 µg/m3 SO2 , µg/m3 NOX, µg/m3 CO, mg/m3

Min Max Avg 98 Per Min Max Avg 98 Per Min Max Avg 98 Per Min Max Avg 98 Per Min Max Avg 98 Per

AAQ1 Project Site 53 88 68.5 85.1 155 256 198 252.6 24 43 33.2 41.8 24 43 35.1 41.6 0.45 0.81 0.63 0.78

AAQ2 R.K Puram 55 93 75.5 91.6 152 237 192 233.1 35 67 50.6 65.4 28 46 36.7 44.7 0.47 0.94 0.71 0.91

AAQ3 Safdarjung Enclave

42 76 56.6 72.4 125 218 171 214.2 27 51 39.6 49.2 18 29.3 23.5 28.1 0.28 0.67 0.45 0.64

AAQ4 Near Sarojini Nagar Market

66 107 83.8 104.6 200 292 241 287.5 43 66 54.1 64.3 23.9 48.2 35.7 46.9 0.44 1.07 0.75 0.96

AAQ5 Chanagyapuri 52 97 73.6 95.4 169 290 232 283.2 32 58 44.1 56.4 20.6 33.6 26.5 31.7 0.51 0.88 0.66 0.81

AAQ6 Arjun Vihar 55 96 74.1 94.7 140 266 192 260.5 28.2 47.1 39.1 45.8 26.6 37.8 31.1 36.5 0.41 0.86 0.62 0.84

CPCB / MoEF Standards

Industrial /Residential / Rural and Other Area 60 100 80 80 2



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SEPTEMBER 2017

3.4.4.1 Observations of Primary Data

PM2.5: The maximum and minimum concentrations for PM2.5 were recorded as 107

µg/m3 and 42 µg/m3 respectively. The maximum concentration was recorded Near

Sarojini Nagar Market (AAQ4) and the minimum concentration was recorded at

Safdarjung Enclave (AAQ3). The average concentrations were ranged between 56.6 and

83.8 µg/m3.

PM10: The maximum and minimum concentrations for PM10 were recorded as 292

µg/m3 and 125 µg/m3 respectively. The maximum concentration was recorded Near

Sarojini Nagar Market (AAQ4) and the minimum concentration was recorded at

Safdarjung Enclave (AAQ3). The average concentrations were ranged between 171 and

241 µg/m3.

SO2: The maximum and minimum concentrations for SO2 were recorded as 67 µg/m3

and 24 µg/m3 respectively. The maximum concentration was recorded at R.K. Puram

(AAQ2) and the minimum concentration was recorded at Project site (AAQ1). The

average concentrations were ranged between 33.2 and 54.1 µg/m3.

NO2: The maximum and minimum concentrations for NO2 were recorded as 48.2

µg/m3 and 18 µg/m3. Maximum concentration was recorded Near Sarojini Nagar

Market (AAQ4) and the minimum concentration was recorded at Safdarjung Enclave

(AAQ3). The average concentrations were ranged between 23.5 and 36.7 µg/m3.

CO: The maximum and minimum concentrations for CO were recorded as 1.07 µg/m3

and 0.28 µg/m3. Maximum concentration was recorded Near Sarojini Nagar Market

(AAQ4) and the minimum concentration was recorded at Safdarjung Enclave (AAQ3).

The average concentrations were ranged between 0.45 and 0.75 µg/m3.



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SEPTEMBER 2017

3.5 WATER QUALITY

Selected water quality parameters of ground water resources and surface water

resources within 10-km radius of the study area has been studied for assessing the

water environment and to evaluate anticipated impact of the project. The purpose of

this study is to: Assess the water quality characteristics for critical parameters;

Evaluate the impacts on agricultural productivity, habitat conditions,

recreational resources and aesthetics in the vicinity; and

Predict impact on water quality by this project and related activities.

The information required has been collected through primary surveys and secondary

sources.

3.5.1 Methodology

Reconnaissance survey was undertaken and monitoring locations were finalized based

on:

Drainage pattern;

Location of residential areas representing different activities/likely impact

areas; and

0

50

100

150

200

250

300

350

Project Site R.K Puram SafdarjungEnclave

Near SarojiniNagar Market

Chanagyapuri Arjun Vihar

AAQ1 AAQ2 AAQ3 AAQ4 AAQ5 AAQ6

PM10, µg/m3 Min PM10, µg/m3 Max PM10, µg/m3 AvgPM, 2.5 µg/m3 Min PM, 2.5 µg/m3 Max PM, 2.5 µg/m3 AvgSO2 , µg/m3 Min SO2 , µg/m3 Max SO2 , µg/m3 AvgNOX, µg/m3 Min NOX, µg/m3 Max NOX, µg/m3 Avg



50

SEPTEMBER 2017

Likely areas, which can represent baseline conditions.

Six (6) ground water sources and One (1) surface water sources covering 10km radial

distance were examined for physico-chemical, heavy metals and bacteriological

parameters in order to assess the effect of industrial and other activities on ground

water. The samples were analyzed as per the procedures specified in 'Standard

Methods for the Examination of Water and Wastewater' published by American Public

Health Association (APHA).

Samples for chemical analysis were collected in polyethylene carboys. Samples

collected for metal content were acidified with 1 ml HNO3. Samples for bacteriological

analysis were collected in sterilized glass bottles. Selected physico chemical and

bacteriological parameters have been analyzed for projecting the existing water quality

status in the study area. Parameters like pH and temperature were analyzed at the

time of sample collection.

3.5.2 Water Sampling Locations

Six (6) ground water samples and one (1) surface water samples were collected. These

samples were taken as grab samples and were analyzed for various parameters to

compare with the standards for drinking water as per IS:10500 for ground water

sources. The water sampling locations in the study area are identified and given in

Table 3.6 and shown in Figure 3.5.

TABLE 3.6 DETAILS OF WATER SAMPLING LOCATIONS

Code Location Geographical Location Direction w.r.t site

Distance w.r.t site

Ground water GW 1 Project Site 28°34'17.69"N 77°11'08.58"E - - GW 2 R.K. Puram 28°33'54.12"N 77°10'34.48"E SW 1.10 GW 3 Safdarjung Enclave 28°33'46.67"N 77°11'28.70"E SSE 0.85 GW 4 Near Sarojini Nagar

Market 28°34'27.44"N 77°12'00.54"E W 1.03

GW 5 Chanakyapuri 28°35'19.07"N 77°11'22.50"E N 1.02 GW 6 Arjun Vihar 28°35'25.36"N 77° 9'9.37"E NW 3.34 Surface water SW 1 Yamuna River 28°35'31.09"N 77°16'12.88"E ENE 8.03



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SEPTEMBER 2017

FIGURE 3.5 WATER SAMPLING LOCATION



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SEPTEMBER 2017

3.5.3 Presentation of Results

The results of the ground and surface water quality monitored during the study period

are given in Table 3.7a & Table 3.7b respectively.



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SEPTEMBER 2017

TABLE 3.7 a DETAILS OF GROUND WATER RESULTS

S. No Parameters Unit Test Method

Limit as per IS 10500 :

2012 GW1 GW2 GW3 GW4 GW5 GW6

1 Colour APHA 22nd Edition 5 Nil 1 3 1 Nil 1

2 Odour - APHA 22nd Edition Unobjectionable No Odour Observed

No Odour Observed

No Odour Observed

No Odour Observed

No Odour Observed

No Odour Observed

3 pH at 25°C - IS : 3025 Part 11- 1983 (Reaff: 2002) 6.5-8.5 7.87 6.93 7.40 7.47 7.54 7.68

4 Electrical Conductivity μS/cm IS : 3025 Part 14- 1984 (Reaff: 2002) Not Specified 1194 2560 3980 6310 3120 2820

5 Turbidity NTU IS : 3025 Part 10-1984 (Reaff: 2002) 1 0.8 0.5 1.3 0.6 1.1 1

6 Total Dissolved Solids mg/l IS : 3025 Part 16-1984 (Reaff: 2003) 500 702 1438 2266 3501 1660 1895

7 Total Hardness as CaCO3 mg/l IS : 3025 Part 21-1983 (Reaff: 1998) 200 460 810 458 956 657 770

8 Total Alkalinity as CaCO3 mg/l IS : 3025 Part 23- 1986(Reaff:2003) 200 266 370 540 220 480 200

9 Chloride as Cl mg/l IS : 3025 Part 32-1988 (Reaff: 2003) 250 163 496 813 1715 403 694

10 Sulphate as SO4 mg/l APHA 22nd EDI-4500- SO42- E 200 124 133 233 271 242 160

11 Fluoride as F mg/l APHA 22nd EDI-4500-F B&D 1.0 0.67 1.33 1.48 0.54 1.67 0.94

12 Nitrate as NO3 mg/l APHA 22nd EDI-4500- NO3- B 45 5.97 71 1.7 84 91 17

13 Ammonia as N mg/l APHA 22nd EDI-4500- NH3 B&C 0.5 BDL(<0.05) BDL(<0.05) BDL(<0.05) BDL(<0.05) BDL(<0.05) BDL(<0.05)

14 Sodium as Na mg/l IS : 3025 Part 45-1993 (Reaff:2003) Not Specified 720 210 710 920 270 260

15 Potassium as K mg/l IS : 3025 Part 45-1993 (Reaff:2003) Not Specified 28 5.2 8.2 52 64 2.8

16 Calcium as Ca mg/l IS : 3025 Part 40-1991 (Reaff:2003) 75 160 192 80 208 174 208

17 Magnesium as Mg mg/l APHA 22nd EDITION 30 44 80 63 106 54 60

18 Iron as Fe mg/l IS : 3025 Part 53-2003 1 0.16 BDL(<0.05) 0.12 0.21 0.12 0.21

19 Manganese as Mn mg/l APHA 22nd EDN -3500-Mn D 0.1 BDL(<0.05) BDL(<0.05) BDL(<0.05) BDL(<0.05) BDL(<0.05) BDL(<0.05)

20 Phenolic compounds as

Phenol

mg/l APHA 22nd EDN 5530 B,C,D 0.001 BDL(<0.001) BDL(<0.001) BDL(<0.001) BDL(<0.001) BDL(<0.001) BDL(<0.001)

21 Copper as Cu mg/l IS:3025 Part 42 (Reaff:2003) 0.05 BDL(<0.03) BDL(<0.03) BDL(<0.03) BDL(<0.03) BDL(<0.03) BDL(<0.03)

22 Mercury as Hg mg/l APHA 22nd EDN -3112B 0.001 BDL(<0.001) BDL(<0.001) BDL(<0.001) BDL(<0.001) BDL(<0.001) BDL(<0.001)



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23 Cadmium as Cd mg/l APHA 22nd EDN -3113 B 0.003 BDL(<0.001) BDL(<0.001) BDL(<0.001) BDL(<0.001) BDL(<0.001) BDL(<0.001)

24 Selenium as Se mg/l APHA 22nd EDN -3113B 0.01 BDL(<0.01) BDL(<0.01) BDL(<0.01) BDL(<0.01) BDL(<0.01) BDL(<0.01)

25 Total Arsenic as As mg/l APHA 22nd EDN -3113 B 0.01 BDL(<0.01) BDL(<0.01) BDL(<0.01) BDL(<0.01) BDL(<0.01) BDL(<0.01)

26 Cyanide as CN mg/l APHA 22nd EDN -4500-CN E 0.05 BDL(<0.05) BDL(<0.05) BDL(<0.05) BDL(<0.05) BDL(<0.05) BDL(<0.05)

27 Lead as Pd mg/l APHA 22nd EDN -3113 B 0.01 BDL(<0.01) BDL(<0.01) BDL(<0.01) BDL(<0.05) BDL(<0.01) BDL(<0.01)

28 Zinc as Zn mg/l APHA 22nd EDN -3111 B 5 0.22 0.23 0.37 0.18 0.17 0.25

29 Total Chromium as Cr mg/l APHA 22nd EDN -3113 B 0.05 BDL(<0.03) BDL(<0.03) BDL(<0.03) BDL(<0.03) BDL(<0.03) BDL(<0.03)

30 Nickel mg/l APHA 22nd EDN -3113 B 0.02 BDL(<0.02) BDL(<0.02) BDL(<0.02) BDL(<0.02) BDL(<0.02) BDL(<0.02)

31 Aluminium as Al mg/l APHA 22nd EDN -3500-Al-B 2012 0.03 BDL(<0.03) BDL(<0.03) BDL(<0.03) BDL(<0.03) BDL(<0.03) BDL(<0.03)



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TABLE 3.7 b DETAILS OF SURFACE WATER RESULTS

S.No Parameters Unit Test method SW1

1 Colour Hazen APHA 22ND EDITION 8

2 Odour - APHA 22ND EDITION No Odour Observed

3 Turbidity NTU IS : 3025 Part 10-1984 (Reaff: 2002)

5.6

4 pH at 25°C - IS : 3025 Part 11- 1983 (Reaff: 2002)

7.96

5 Electrical Conductivity,

μS/cm

IS : 3025 Part 14- 1984 (Reaff: 2002)

2140

6 Total Dissolved Solids

mg/l IS : 3025 Part 16-1984 (Reaff: 2003)

1281

7 Total Hardness as CaCO3

mg/l IS : 3025 Part 21-1983 (Reaff: 1998)

420

8 Total Alkalinity as CaCO3

mg/l IS : 3025 Part 23- 1986(Reaff:2003)

480

9 Chloride as Cl mg/l IS : 3025 Part 32-1988 (Reaff: 2003)

377

10 Sulphate as SO4 mg/l APHA 22ND EDITION -4500- SO42- E

168

11 Fluoride as F mg/l APHA 22ND EDITION -4500-F B&D

1.71

12 Nitrate as NO3 mg/l APHA 22ND EDITION -4500- NO3- B

3

13 Ammonia as NH3 mg/l APHA 22ND EDITION -4500- NH3 B&C

1.05

14 Phosphate as PO4 mg/l IS : 3025 Part 31-1988 (Reaff:2002)

1.36

15 Sodium as Na mg/l IS : 3025 Part 45-1993 (Reaff:2003)

302

16 Potassium as K mg/l IS : 3025 Part 45-1993 (Reaff:2003)

12.8

17 Calcium as Ca mg/l IS : 3025 Part 40-1991 (Reaff:2003)

98

18 Magnesium as Mg mg/l APHA 22ND EDITION 42 19 Iron as Fe mg/l IS : 3025 Part 53-2003 0.78 20 Manganese as Mn mg/l APHA 22nd EDN -3500-Mn D BDL(<0.02)

21 Phenolic compounds as Phenol

mg/l APHA 22nd EDN 5530 B,C,D BDL(<0.001)

22 Copper as Cu mg/l IS:3025 Part 42 (Reaff:2003) BDL(<0.03) 23 Mercury as Hg mg/l APHA 22nd EDN -3112B BDL(<0.001) 24 Cadmium as Cd mg/l APHA 22nd EDN -3113 B BDL(<0.001)



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3.5.3.1 Water Quality

Ground water

The analysis results indicate that the pH ranges in between 6.93 to 7.87, which is

well within the specified standard of 6.5 to 8.5. The maximum pH of 7.87 was

observed at Project Site (GW1) and the minimum pH of 6.93 was observed at R.K.

Puram (GW2). Total hardness was observed to be ranging from 458 to 956 mg/l.

The maximum hardness (956 mg/l) was recorded Near Sarojini Nagar (GW4) and

the minimum (320 mg/l) was recorded at Safdarjung Enclave (GW3).

Chlorides ranges between 163 and 1715 mg/l. Fluorides are ranging in between

0.67 to 1.67 mg/l. Nitrates were found to be in the range of from 1.7 mg/l to 91

mg/l. Bacteriological studies reveal that coliform bacteria is not present in the

samples. The heavy metal content is below detectable limits. The Total Dissolved

Solids (TDS) concentrations were found to be ranging in between 702 to 3501 mg/l.

25 Selenium as Se mg/l APHA 22nd EDN -3113B BDL(<0.01) 26 Total Arsenic as As mg/l APHA 22nd EDN -3113 B BDL(<0.01) 27 Cyanide as CN mg/l APHA 22nd EDN -4500-CN E BDL(<0.05) 28 Lead as Pd mg/l APHA 22nd EDN -3113 B 0.07 29 Zinc as Zn mg/l APHA 22nd EDN -3111 B 0.58

30 Total Chromium as Cr

mg/l APHA 22nd EDN -3113 B BDL(<0.03)

31 Nickel mg/l APHA 22nd EDN -3113 B BDL(<0.02)

32 Aluminium as Al mg/l APHA 22nd EDN -3500-Al-B 2012

BDL(<0.03)

33 Total Suspended Solids

mg/l IS : 3025 Part 17-1984 (Reaff: 2002)

16

34 Anionic Surfactants as MBAS

mg/l APHA 22ND EDITION BDL(<0.025)

35 Dissolved Oxygen as O2

mg/l IS:3025:Part-38:1989 (Reaff:2003)

5.2

36 Chemical Oxygen Demand

mg/l IS:3025:Part-58:2006 38

37 Bio-Chemical Oxygen Demandat 27°C for 3 days

mg/l IS:3025:Part-44:1993 (Reaff:2003)

6.4

38 Total Coliforms MPN/ 100ml

IS 1622 (1981) (Reaff – 2014) >1600

39 E coli MPN/ 100ml

IS 1622 (1981)(Reaff – 2014) >1600



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Surface water The analysis results indicate that the pH is 8, which is well within the specified

standard of 6.5 to 8.5. Total hardness was observed to be 420 mg/l.

Chlorides at this location is 377 mg/l. Fluorides is 1.71 mg/l. Nitrates were

observed to be 3 mg/l. Bacteriological studies reveal that coliform bacteria are not

present in the samples. The heavy metal content is below detectable limits. The

Total Dissolved Solids (TDS) concentrations were found to be 1281 mg/l.

3.6 SOIL CHARACTERISTICES

It is essential to determine the potential of soil in the area and identify the current

impacts of urbanization on soil quality and also predict impacts, which may arise

due to the proposed project. Accordingly, a study of assessment of the baseline soil

quality has been carried out.

3.6.1 Data Generation

For studying soil profile of the region, sampling locations were selected to assess

the existing soil conditions in and around the project area representing various

land use conditions. The physical, chemical and heavy metal concentrations were

determined. The samples were collected by ramming a core-cutter into the soil upto

a depth of 90 cm.

The present study of the soil profile establishes the baseline characteristics and

this will help in future in identifying the incremental concentrations if any, due to

the proposed redevelopment. The sampling locations have been identified with the

following objectives:

To determine the baseline soil characteristics of the study area;

To determine the impact of redevelopment on soil characteristics; and

To determine the impact on soils more importantly from agricultural

productivity point of view.

Six locations within 10km radius of the site boundary were selected for soil

sampling. At each location, soil samples were collected from three different depths

viz. 30 cm, 60 cm and 90 cm below the surface and are homogenized. This is in line

with IS: 2720 and Methods of Soil Analysis, Part-1, 2nd edition, 1986 of (American

Society for Agronomy and Soil Science Society of America). The homogenized



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samples were analyzed for physical and chemical characteristics. The soil samples

were collected during 1stApril 2017 - 30th June 2017.

The samples have been analyzed as per the established scientific methods for

physico-chemical parameters. The heavy metals have been analyzed by using

Atomic Absorption Spectrophotometer and Inductive Coupled Plasma Analyzer. The

details of the sampling locations are given in Table 3.8 and are shown in Figure

3.6.



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FIGURE 3.6 SOIL SAMPLING LOCATIONS



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TABLE 3.8 DETAILS OF SOIL SAMPLING LOCATIONS

Code No Location Latitude and Longitude Direction

w.r.t site Distance w.r.t site

S1 Project Site 28º34’29.11” N 77º11’08.36” E - - S2 R.K. Puram 28º33’50.70” N 77º11’38.60” E ENE 0.45 S3 Safdarjung

Enclave 28º33’50.09” N 77º11’30.09” E SSE 0.76

S4 Near Sarojini Nagar Market 28º34’31.06” N 77º12’00.81” E ENE 1.06

S5 Chanakyapuri 28º35’33.23” N 77º11’25.39” E N 1.47 S6 Arjun Vihar 28º35’28.41” N 77º09’18.97” E NW 3.24

3.6.2 Baseline Soil Status The soil quality at all the locations during the study period is tabulated in Table

3.9.



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TABLE 3.9 SOIL ANALYSIS RESULTS

S. NO. PARAMETERS UNIT

RESULTS TEST PROCEDURE

S1 S2 S3 S4 S5 S6 1 Moisture, % % 4.77 5.96 3.85 6.11 5.24 3.88 IS 2720:Part 2

2 pH (1:5 Soil Suspension)

- 6.96 7.15 8.11 7.24 7.55 6.97 IS -2720(Part 26) 1987(RA 2011)

3 Electrical conductivity

mS/cm 0.115 0.247 0.096 0.136 0.242 0.077 IS -14767:2000 (RA 2010)

4 Bulk Density g/cc 1.44 1.36 1.51 1.42 1.54 1.37 FAO Chapter 3, ABCTL/SOIL/SOP 1

5 Available Nitrogen,

kg/ha 325 415 296 354 371 335 IS -14684:1999, Reaff:2008

6 Available Phosphorous,

kg/ha 45.8 51.6 36.7 54.7 66.2 32.8 FAO Chapter 3, ABCTL/SOIL/SOP 2

7 Available Potassium,

kg/ha 412 375 425 384 326 374 FAO Chapter 3, ABCTL/SOIL/SOP 7

8 Chloride as Cl mg/kg 97 113 174 136 95 171 EPA 9023

9 Exchangeable Sodium as Na,

m.eq/ 100g

0.77 1.12 0.47 0.54 1.17 0.48 FAO Chapter 3, ABCTL/SOIL/SOP 6

10 Cation Exchange Capacity,

Meq/ 100g

13.6 14.7 16.8 12.7 15.5 12.5 EPA 9081

11 Sodium Absorption Ratio (SAR),

- 0.68 0.96 0.82 0.74 0.54 0.69 IS 11624:1986

By Calculation

12 Lead as Pb mg/Kg BDL(<5) BDL(<5) BDL(<5) BDL(<5) BDL(<5) BDL(<5) EPA 3050 B 13 Chromium as Cr mg/Kg BDL(<5) BDL(<5) BDL(<5) BDL(<5) BDL(<5) BDL(<5) EPA 3050 B 14 Cadmium as Cd mg/Kg BDL(<5) BDL(<5) BDL(<5) BDL(<5) BDL(<5) BDL(<5) EPA 3050 B



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15 Zinc as Zn mg/Kg 31.8 17 14.8 19.2 25.7 23.6 EPA 3050 B 16 Copper as Cu mg/Kg 7.11 6.39 5.84 5.04 8.11 7.25 EPA 3050 B 17 Nickel as Ni mg/Kg BDL(<5) BDL(<5) BDL(<5) BDL(<5) BDL(<5) BDL(<5) EPA 3050 B

18 Manganese as Mn

mg/Kg 8.8 10.7 13.4 11.4 15.2 13.6 EPA 3050 B

19 Iron as Fe mg/Kg 114 96 187 144 135 118 EPA 3050 B

20 Organic Carbon % 1.36 1.74 1.05 0.96 1.58 1.87 Walkey and Black Method

21

Texture Classification

- Loam Sandy Clay Loam

Sandy Clay Loam

Loam Sandy Clay Loam

Loam

Robinson Pipette Method Sand % 45 55.6 57.1 50 50.4 42 Clay % 22.8 22.8 26.4 19.7 27.1 25.4 Silt % 32.2 21.6 16.5 30.3 22.5 32.6



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It has been observed that the texture of soil is mostly ‘Loam’ and ‘Sandy Clay Loam’

in the study area. It has been observed that the pH of the soil quality ranged from

6.96 - 8.11, indicating that the soil is ‘Strongly alkaline’ in nature. The bulk density

of soil ranges in between 1.36 to 1.54. The Electrical Conductivity of the soil was

observed to be in the range of 0.077 - 0.247 mS/cm, with the maximum (0.247)

observed in the R, K. Puram (S2) and with the minimum (0.077) observed in the

Arjun Vihar (S6). Nitrogen percentage ranged between 296 - 412 kg/ha. Maximum

of 412 mg/kg of nitrogen was observed in Project Site (S1) and minimum of 296

kg/ha was observed at the Safdarjung Enclave (S3). Phosphorus in the soil range

between 32.8 - 66.2 kg/ha. Maximum of 66.2 kg/ha was observed in

Chanakyapuri (S5) and minimum of 32.8 kg/ha was observed at Arjun Vihar (S6).

Potassium in the soil range in between 326 - 425 kg/ha. Maximum was observed at

Safdarjung Enclave (S3) and minimum was observed at the Chanakyapuri (S5).

Figure 3.7 Texture Classifications of Soils

3.7 NOISE LEVEL SURVEY

The main objective of noise monitoring in the study area is to assess the baseline

noise and assess the impact of the total noise expected to be generated by proposed

redevelopment project. Noise levels were measured using a sound level meter. The

sound level meter measures the equivalent continuous noise level (Leq) by

switching on the corresponding function mode.

0

10

20

30

40

50

60

Project Site R.K. Puram SafdarjungEnclave


Chanakyapuri Arjun Vihar

Sand Clay Silt



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3.7.1 Identification of Sampling Locations

A preliminary reconnaissance survey has been undertaken to identify the major

noise generating sources in the area. Noise at different noise generating sources

has been identified based on the residential, industrial and commercial activities in

the area. The noise monitoring locations are given in Table 3.10 and depicted in

Figure 3.8.

TABLE 3.10 DETAILS OF NOISE SAMPLING LOCATIONS

Code No Location Latitude and Longitude Direction

w.r.t site

Distance w.r.t site

N1 Project Site 28°34'29.11"N 77°11'08.36"E - - N2 R.K.Puram 28°33'50.70"N 77°10'38.60"E SW 1.05 N3 Safdarjung

Enclave 28°33'50.09"N 77°11'30.09"E SE 0.75

N4 Near Sarojini Nagar Market 28°34'31.06"N 77°12'00.81"E ENE 1.07

N5 Chanakyapuri 28°35'33.23"N 77°11'25.39"E N 1.49 N6 Arjun Vihar 28°35'28.41"N 77° 9'18.97"E NW 3.22



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FIGURE 3.8 NOISE SAMPLING LOCATIONS



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3.7.2 Methodology of Data Generation

Noise, in general, is sound which is composed of many frequency components of

various types of loudness distributed over the audible frequency range. Various

noise scales have been introduced to describe, in a single number, the response of

an average human to a complex sound made up of various frequencies at different

loudness levels. The most common and universally accepted scale is the ‘A’

weighted Scale which is measured as dB (A). This is more suitable for audible range

of 20 to 20,000 Hz. The scale has been designed to weigh various components of

noise according to the response of a human ear.

Sound Pressure Level (SPL) measurements were measured at all locations. The

readings were taken for every hour for 24 hours. The day noise levels have been

monitored during 6 am to 10 pm and night levels during 10 pm to 6 am at all the

locations covered in 10-km radius of the study area. The noise levels were

measured once during the study period. These readings were later tabulated and

the frequency distribution table was prepared. Finally, hourly and 24 hourly values

for various noise parameters viz. Lday and Lnight were calculated.

For noise levels measured over a given period of time, it is possible to describe

important features of noise using statistical quantities. This is calculated using the

percent of the time certain noise levels exceed the time interval. The notations for

the statistical quantities of noise levels are described below:

• L10 is the noise level exceeded 10 per cent of the time

• L50 is the noise level exceeded 50 per cent of the time and

• L90 is the noise level exceeded 90 per cent of the time

3.7.3 Equivalent Sound Pressure Level (Leq)

The Leq is the equivalent continuous sound level, which is equivalent to the same

sound energy as the actual fluctuating sound measured in the same period. This is

necessary because sound from noise source often fluctuates widely during a given

period of time.

This is calculated from the following equation:

Leq= L50 + (L10 - L90)2/60



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3.7.4 Parameters Measured During Monitoring

For noise levels measured over a given period of time interval, it is possible to

describe important features of noise using statistical quantities. This is calculated

using the percent of the time, certain noise levels are exceeded during the time

interval. The notation for the statistical quantities of noise levels id described

below:

Leq day: Equivalent noise levels between 6.00 hours to 22.00 hours.

Leq night Equivalent noise levels between 22.00 hours to 6.00 hours.

TABLE 3.11 NOISE LEVELS IN THE STUDY AREA

Code No Location Lday dB(A) Lnight dB(A) Leq dB(A) N1 Project Site 56.8 49.5 55.4 N2 R.K.Puram 59.3 53.6 58 N3 Safdarjung Enclave 57.1 53.1 56.1 N4 Near Sarojini Nagar Market 58.2 52.7 57 N5 Chanakyapuri 56.9 50.2 55.5 N6 Arjun Vihar 58.8 53.96 57.6

TABLE 3.12 AMBIENT NOISE STANDARDS

Category of Area / Zone Limits in dB (A) Leq Day Time Night Time

Industrial Area 75 70 Commercial Area 65 55 Residential Area 55 45

Silence Zone 50 40 Source: CPCB

Note: Daytime shall mean from 6.00 a.m. to 10.00 p.m.



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Night time shall mean from 10.00 p.m. to 6.00 a.m

Figure 3.9 Results of Noise Levels

3.8 ECOLOGICAL SURVEY

The biological survey has been done to establish the baseline ecological conditions

of the study area to assess the potential ecological impacts of the redevelopment

project on ecology, to develop adequate and feasible mitigation measures to keep

ecological impacts within acceptable limits and to prepare comprehensive

management plan. The area did not record the presence of any critically threatened

species. The records of Botanical Survey of India and Forest Department also did

not indicate presence of any high endemic or vulnerable species in this area.

3.8.1 Methodology

To achieve the above objectives a detailed study of the area was undertaken with

the existing site as its centre. The different methods adopted were as follows:

Generation of primary data by undertaking systematic ecological studies in the

study area;

Primary data collection for flora through random sampling method for trees,

shrubs and herbs from the selected locations to know the vegetation cover

qualitatively.

To spot the fauna in the study area and also to identify the fauna by secondary

indicators such as pugmarks, scats, fecal pallets, calls and other signs.

44

46

48

50

52

54

56

58

60

Project Site R.K.Puram SafdarjungEnclave


Chanakyapuri Arjun Vihar

Lday dB(A) Lnight dB(A) Leq dB(A)



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For ecological information, the secondary sources such as local officials,

villagers and other stakeholders were interviewed.

Sourcing secondary data with respect to the study area from published

literature.

3.8.2 Flora in the study area

Detailed observation studies were conducted on flora in the study area (Core and

Buffer Zone) covering surrounding areas of 10 km radius is presented below.

TABLE 3.13 LIST OF FLORA SPECIES OBSERVED IN THE STUDY AREA

SL.NO SCIENTIFIC NAMES COMMON NAME 1 Acacia nilotica Babool 2 A. modesta Pbulahi 3 A. catechu Katha 4 Butea monosperma Dhak (Palas) 5 Delonix regina Gulmohar 6 Azadirachta indica Neem 7 Ficus religiosa Peepal 8 Bougainvelliea Paper flower 9 Cassia fistula Golden Shower

10 Quercussp Oak 11 Dalbergia sissoo Rosewood 12 Nyctanthes arbor-tristis Queen of the night 13 Ehretia laevis Chamror 14 Neolamarckia cadamba Kadam 15 Acacia auriculiformis Ear-pod Wattle 16 Polyalthia longifolia Ashoka 17 Polyalthia pendula Ashoka 18 Terminalia arjuna Arjun 19 Plumeria obtusa White Frangipani 20 Madhuca longifolia Indian Butter Tree 21 Tectona grandis Teak 22 Pterospermum acerifolium Maple-leaved Bayur tree 23 Prosopis Juliflora Algaroba 24 Albizia lebbeck Siris tree 25 Melia azederach Chinaberry tree 26 Prosopis cineraria Khejri Tree 27 Toona ciliata Indian mahogany 28 Bombax ceiba Silk Cotton Tree 29 Acacia leucocephala White Bark Acacia



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30 Kigelia africana Common Sausage Tree 31 Butea monosperma Flame of the Forest 32 Callistemon viminalis Weeping Bottle brush 33 Bauhinia variegata Orchid Tree 34 Bauhinia purpurea Butterfly tree 35 Hardwickia binate Anjan 36 Ailanthus excelsa Indian Tree of Heaven 37 Jacaranda mimosifolia Blue Jacaranda

3.8.2.1 Forest Vegetation of the Buffer Zone

The Central Ridge (also called New Delhi) consists of around 864 Hectares of

forested area, from south of Sadar Bazaar to Dhaula Kuan, but some bits of the

Central Ridge have been nibbled away.

The Ridge of Delhi represents a tropical dry thorn forest characterized by the

presence of scattered trees and thorny shrubs. The native plants exhibit xerophytic

adaptations such as stunted growth, thorny appendages, wax coated, succulent

and tomentose leaves. Where the soil profile is good, accompanied by an adequate

soil moisture regime and sufficient humus content, broad-leaved tree species like

Dhak (Butea monosperma), Kaniar (Bauhinia purpurea), Pilu (Salvadora persica),

etc. also thrive well.

Some other tree species found in the Ridge area worth mentioning are

Dichrostachys cinerea, Morus alba, Acacia tortilis, Alstonia scholaris, Balanites

roxburghii, Acacia auriculiformis, Erythrina variegata, Euphorbia neriifolia,

Jacaranda mimosifolia, Maytenus senegalensis, Delonix regia, Fernando

aadenophyllun, Capparis decidua, Ficus virens, Pongamia pinnata, Syzygium

cumini, Coccinia grandis, Opuntia elatior, Lactuca dissecta, Albizia lebbeck etc.

Some of the shrubs found in the Ridge forest are Adhatoda vasica, Capparis

Sepiaria, Abrus precatorius, Asparagus racemosus, Datura netel, Ipomea carnea,

Lantana camara, Oxystelama esculentum, Plumbago zeylanica, Solanum

xanthocarpum, Tabernaemontana divaricata, Withania somnifera etc.

3.8.3 Fauna in the study area

We observed some reptiles such as lizard in the study area and also observed frog,

mouse, squirrel, rat, cat, and dog in Delhi District, wildlife is extremely less due to

plain terrain without any forest cover. Different types of birds are observed in the



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study area. Some of the prominent birds such as House Crow, Sparrows are

common in the inhabited locality.

TABLE 3.14 LIST OF FAUNA OBSERVED IN THE STUDY AREA

SL.NO COMMON NAME ZOOLOGICAL NAME WPA* Schedule I Mammals 1 Squirrel Funambulas Schedule IV

2 Bat Pteropus Schedule IV

3 Rat Rattus rattus Schedule V

4 Dog Canis lupus familiaris -

II Amphibians 5 Common tree frog Polypedates maculates Schedule IV

6 Common Indian Toad Bufo melanostictus Schedule IV

III Avifauna 7 Kingfisher Alcedo atthis Schedule IV

8 Owlet, spotted Athene brama Schedule IV

9 Crow, Pheasant Cetropus sinensis Schedule IV

10 Koel Eudynamys scolopaceus Schedule IV

11 Jacobin Cuckoo Clamator jacobinus Schedule IV

12 Kite Elanus caervleus Schedule IV

13 Eagle Spilornis cheela Schedule IV

14 Dove, Spotted Streptopelia chinensis Schedule IV

15 Dove, Little brown Streptopelia senegalensis Schedule IV

16 Myna Sturnus pagodarum Schedule IV

17 Pigeon, Common green Treron phoenicopteras Schedule IV

18 House sparrow Passer domesticus Schedule IV

IV Reptiles 19 Common Garden Lizard Calotes versicolor Schedule IV

20 House lizard Hemidactylus sp - * Wildlife Protection Act

3.9 LANDUSE STUDIES

3.9.1 Objectives

The objectives of land use studies are:

To determine the present land use pattern;

To analyse the impacts on land use due to the proposed project in the

study area; and

To give recommendations for optimizing the future land use pattern and

associated impacts.



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3.9.2 Land use Pattern Based on Remote Sensing Data

Remote sensing satellite imageries were collected and interpreted for the 10 km

radius study area for analyzing the Land use pattern of the study area. Based on

the satellite data, Land use/ Land cover maps have been prepared.

3.9.2.1 Land use/Land cover classification system

The present Land use / Land cover maps were prepared based on the classification

system of National standards. For explanation for each of the Land use category,

the details as given in Table 3.15 were considered.

3.9.2.2 Data Requirements

IRS P6 LISSIV satellite data was acquired on 13th December 2016 and was used

for the mapping and interpretation. Besides, other collateral data as available in

the form of maps, charts, census records, other reports and especially

topographical survey of India maps are used. In addition to this, ground truth

survey was also conducted to verify and confirm the ground features.

3.9.2.3 METHODOLOGY

The overall methodology adopted and followed to achieve the objectives of the

present study involves the following steps:

• Collection of source data of Survey of India (SOI) topo sheets. These are the

main inputs for the preparation of essential layers.

• Satellite data of IRS P6 LISSIV sensor is geometrically corrected and

enhanced using principal component method and Nearest Neighborhood

resampling technique.

• Preparation of basic themes like layout map, transport & settlement map

and contour map from the source data. Then updating of layout map,

transport map and drainage map from the satellite image by visual

interpretation.

• Essential maps (related to natural resources) like Land use / Land cover

map are prepared by visual interpretation of the satellite imagery. Visual

interpretation is carried out based on the image characteristics like tone,

size, shape, pattern, texture, location, association, background etc. in

conjunction with existing maps/ literature.

• Preliminary quality check and necessary corrections are carried out for all

the maps prepared.



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• All the maps prepared are converted into soft copy by digitization of contours

and drainages. In that process editing, labeling, mosaicing, quality checking,

data integration etc are done, finally Land use areas are measured in Square

Kilometers.

3.9.2.4 MAP FOR THE LAND USE LAND COVER IN THE STUDY AREA

Land use map Figure 3.10 showing the classifications of the land with different

colors. While classifying many remote sensing techniques like supervisory-

unsupervisory classification methodologies applied and also sampling techniques

are used for better results.

Classification were done in ERDAS & ArcGIS software’s and found some doubtful

locations, verified those areas during ground truth validations.

Land uses classes are interpreted from the satellite image and same is been cross

checked with ground, in order to meet the accurate feature classes verified

highways, settlements around 10 km buffer from the project site, water bodies,

plantation and scrub land and found that there is no much change.

The land use map within 10 km radius based on IRS P6 LISSIV are shown in

Figure 3.11.

TABLE 3.15 LAND USE / LAND COVER STATISTICS OF BUFFER ZONE

LULC Statistics Sl No LULC_Classification Area (Ha) Area (%)

1 Water Bodies 1956.20 6% 2 Settlement 17880.20 57% 3 Rail Network 1795.92 6% 4 Road Network 2198.84 7% 5 Open land 1183.68 4% 6 Scrub 1090.34 3% 7 Plantation 1391.22 4% 8 Airport area 2512.11 8% 9 Forest 1430.65 5%

31439.17 100%



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FIGURE 3.10 RAW SATELLITE IMAGERY (10 KM RADIUS)



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FIGURE 3.11 LAND USE MAP 10 KM RADIUS OF THE PROJECT SITE

Source: Extracted from Satellite Imagery



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3.10 DEMOGRAPHY AND SOCIO-ECONOMICS

Socio- Economic status in the study area is assessed from the census data of 2011

and as per the methodology detailed below.

3.10.1 Methodology

The methodology adopted in assessment of socio-economic condition is as given

below;

Assessment of socio-Economic conditions of the Population.

Analysis of the identified social attributes like population distribution,

availability of public utilities etc., through Census of India 2011.

Primary household survey to assess the present status of population of the

study area.

3.10.2 Source of Information

As per the scope of this study, the information on socio-economic aspects has been

gathered and compiled from several secondary sources. These include Taluk Office,

Collectorate, Agriculture Department, Irrigation Department, Central Ground Water

Board, Directorate of Census Operation, New Delhi etc. The demographic data has

mainly been compiled from the CD of Census of India Census 2011. The socio-

economic details are briefly described in following sections.

3.10.3 Settlement Pattern

The proposed project site is located in New Delhi. The study area is decided as an

area within 10 km radius from the proposed area. The following are the villages

around the site.

As per 2011 census, the study area had population of 4806736 persons. The

distribution of population in the study area of 10 km radius is shown in Table 3.16.

TABLE 3.16 LIST OF VILLAGE AND POPULATION

S.No Village Name Population

1 Connaught Place 28,228

2 Chanakya Puri 61,382

3 Parliament Street 52,394

4 Vivek Vihar 2,47,906

5 Patel Nagar 12,62,158



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6 Hauz Khas 12,31,293

7 Karol Bagh 1,36,599

8 Defence Colony 6,37,775

9 Kalkaji 8,62,861

10 Delhi Cantonment 2,86,140

Source: Primary Census Abstract: Districts & Sub Districts- NCT of Delhi

The males and females constitute to about 53.65 % and 46.35% in 10km radius of

the study area.

3.10.4 Average Household Size

The study area has a family size of 5 persons as per 2011 census. The decrease of

family size could be attributed to a high degree of urbanization with migration of

people with higher literacy levels who generally opt for smaller family size with

family welfare measures and also due to the prevalence of single member families.

3.10.5 Education and literacy profile

Literacy is an important indicator to assess the Human Development Index of the

area. Overall literacy rate for the ten places is presented in Figure 3.12.

Source: Primary Census Abstract: Districts & Sub Districts - NCT of Delhi, 2011

FIGURE 3.12 LITERACY RATE IN THE TEN VILLAGES

0

200000

400000

600000

800000

1000000

1200000

1400000

Total Population

Literates

Illiterates



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3.10.6 Economic structure

Economic aspects of the study area include the economical structure of the people

of the surrounding area. The geographical location, natural resources, business

and employment, industries and manpower play vital role in the economic

development of any region. It can be predicted that economic structure of the study

area will be improved with time, due to the proposed redevelopment of General Pool

residential accommodation, which will provide employment opportunities. The

population can be divided into two groups in terms of employment.

Workers and

Non-workers

Workers are further categorized into Main workers and Marginal workers. Main

worker is a person who has worked last year for six months or more. Marginal

worker is a person who has worked last year for less than six months. Non-worker

is a worker who did not work at all during the reference period of one year. The

Details of workers engaged in different activities are given Figure 3.13.The detailed

socio economic status of study area is given in Table 3.17

Source: Primary Census Abstract: Districts & Sub Districts- NCT of Delhi, 2011

FIGURE 3.13 WORKFORCE PARTICIPATION IN TEN VILLAGE

0100020003000400050006000700080009000

100001100012000130001400015000

Cultivator Agricultural Labourers Household Industry



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TABLE 3.17 SOCIO ECONOMIC STATUS OF THE STUDY AREA

Sl. No Village No. of HH

Population SC Population Sex Ratio

Total Male Female Total Male Female

1. Connaught Place 6814 28228 15208 13020 5534 2928 2606 856.1283535

2. Chanakya Puri 15074 61382 34005 27377 15095 8281 6814 805.0874871

3. Parliament Street 11320 52394 28729 23665 12616 6676 5940 823.7321174

4. Vivek Vihar 50134 247906 130769 117137 48421 25309 23112 895.7551102

5. Patel Nagar 267062 1262158 670390 591768 157422 83498 73924 882.7219976

6. Hauz Khas 254502 1231293 658380 572913 219813 115084 104729 870.1859109

7. Karol Bagh 30496 136599 71544 65055 59352 30206 29146 909.3005703

8. Defence Colony 137677 637775 339725 298050 68480 35958 32522 877.32725

9. Kalkaji 181954 862861 469323 393538 134633 72157 62476 838.5227232

10. Delhi Cantonment 63974 286140 160494 125646 53894 29216 24678 782.8703877 * There is no ST Population



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Sl. No Village Literates Illiterates

Total Workers Cultivators Agricultural Laborers

Workers in HH industries Non Workers

Total Male Female Male Female Male Female Male Female Total Male Female

1 Connaught Place 22969 5259 12714 9003 3053 17 18 47 14 300 148 15514 5783 9731

2 Chanakya Puri 48178 13204 25830 19690 4540 35 11 78 40 195 120 35552 13297 22255

3 Parliament Street 43032 9362 20997 16223 3962 27 13 73 23 220 47 31397 11922 19475

4 Vivek Vihar 199028 48878 85214 68887 13455 114 48 148 42 2182 359 162692 59826 102866

5 Patel Nagar 985305 276853 430177 347024 63527 539 208 1165 250 11856 2261 831981 309458 522523

6 Hauz Khas 939355 291938 413366 330625 59961 1187 311 2243 558 9664 1961 817927 311527 506400

7 Karol Bagh 112691 23908 51608 40441 8915 37 22 74 19 2403 379 84991 29723 55268

8 Defence Colony 508758 129017 232196 175385 42566 494 142 999 237 5987 1049 405579 154482 251097

9 Kalkaji 630289 232572 278831 229525 31024 731 119 1559 312 5246 1174 584030 225827 358203

10 Delhi Cantonment 223321 62819 110721 86393 14872 286 89 401 92 1697 560 175419 67398 108021

Source: Primary Census Abstract: Districts & Sub Districts - NCT of Delhi, 2011


CHAPTER 4 - ANTICIPATED ENVIRONMENTAL IMPACTS AND MITIGATION MEASURES

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4. ANTICIPATED ENVIRONMENTAL IMPACTS AND MITIGATION

MEASURES 4.1 IDENTIFICATION OF IMPACTS

This chapter deals with identification and appraisal of various environmental and social

impacts due to the proposed redevelopment of multi-storied residential complex based

on the prevailing baseline setting and inventory of pollution sources described in the

previous chapters.

Generally, the environmental impacts can be categorized as either primary or secondary.

Primary impacts are those, which are attributed directly due to the proposed project

and the secondary impacts are those, which are indirectly induced and typically include

the associated investments and changed patterns of social and economic developments.

The proposed redevelopment project is likely to create impact on the environment in two

distinct phases:

• During the construction phase, which may be regarded as temporary or short

term

• During the operational phase which will have long-term effects.

The construction and operational phases of the proposed redevelopment project

comprises of various activities, each of which will have some impact on one or more

environmental parameters. Various impacts during the operational phase of the project

have been studied to estimate the impact on the environment and are discussed briefly

in the subsequent sections.

4.2 IMPACTS DURING CONSTRUCTION PHASE

4.2.1 Impact on Topography and Land Use

The proposal is for redevelopment of General Pool residential accommodation colony at

Netaji Nagar. There will not be any change in the land use, land cover or topography as

the site is categorized as Mixed Residential use as per the Development control rules of

Delhi Development Authority (DDA). Hence, it will not alter the topography of the site.



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This development will further improve the environment. Thus no negative impacts are

identified with respect to topography.

The project site is fairly flat land and there is no wetland. The proposed redevelopment

project activity may slightly affect the natural drainage system due to the creation of

built-up area and roads. To overcome this problem, the proposed activity includes the

rain water harvesting system and storm water drainage with a proper design to recharge

ground water aquifers using recharge pits.

4.2.2 Impact on Soil

The proposed redevelopment project site is presently not used for cultivation. The topsoil

removed from the site will be stored in dumps during construction period and in the

post construction phase, the topsoil will be spread on the un-built area of the plot and

tree plantations and green belt development will be taken up. As the topsoil removed

from the site will be re-used for growth of plants, no impact will result due to removal

of topsoil from the site.

The dripping of oil from construction vehicles might cause soil contamination. In order

to prevent soil contamination likely to result from the oil spill and dripping from vehicles,

drip pans will be placed at the parking places of vehicles and the dripped oil will be

collected. The collected dripped oil will be stored and subsequently sent to the

authorized recycling agencies.

4.2.3 Impact on Air Quality

During construction phase, suspended particulate matter will be the main pollutant,

which will be generated during the site development activities such as leveling of land,

cutting and filling activities, transportation of construction material to the project site

from various sources, operation of DG sets etc.

Also, due to the increased vehicular movements, increase in NOx and CO concentrations

may result at the project site. However, the increase in pollution levels in the ambient

air, will be negligible and also it is a temporary phenomenon. As most of the construction

equipment will be mobile, the emissions are likely to be fugitive and not concentrated

at a single place or source. As the impacts will be localized in nature, the areas outside



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the proposed project boundary are not likely to face any significant adverse impact with

respect to ambient air quality.

No major vegetative cover exists in the immediate vicinity of the project. Hence no

impacts on terrestrial flora and fauna are envisaged due to construction activities.

Fugitive Emission

Major emissions during construction phase are likely from activities like demolition of

existing buildings and Vehicular movements, excavation and leveling activity.

Mitigation Measures

Sprinkling of water in the construction area and unpaved roads.

Proper maintenance of vehicles shall be done.

Restrict dust-generating activities, such as blasting or top soil removal, to calm

wind conditions.

Cover heavy vehicles moving offsite.

4.2.4 Impact on Water Quality

During construction phase, water will be required only for construction of structures,

sprinkling on roads for dust suppression, domestic and non-domestic uses of the

construction workers, that too only during daytime.

Impact on water quality during construction phase will be due to non-point discharges

of sewage generated at the project site by the construction workforce. However, due to

relatively smaller area that will be taken-up for construction the impact of water

discharges at the site will be negligible.

At the construction site, adequate number of toilets with hygienic environment will be

provided. If such facilities are not provided, this may lead to environmental pollution at

the project site. Hence there is no contamination of groundwater will occur.



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4.2.5 Impact due to Solid Waste Generation

During construction period, considerable quantities of earth and boulders will be

excavated from the foundations of various proposed structures. The excavated earth

and boulders will be used for leveling the low-lying terrain. The topsoil excavated from

the project site will be used for covering the area leveled with excavated material from

foundation trenches, on which tree plantations and green belt development within the

project premises will be undertaken.

During construction phase, total solid waste in terms of food packet wrappers will be

generated. This may cause for environmental degradation at the project site as well as

its immediate surroundings, if adequate measures are not taken.

In order to avoid any solid waste disposal problems, an effective solid waste management

system by means of collection of wastes in dust bins and transporting the same to the

authorized dumping grounds by the contractors. Strict adherence to the established

solid waste collection & disposal system will ensure clean environment during

construction period.

Demolition waste Demolition of the proposed project site increases the availability of solid waste like

bricks, steel, slabs, etc.

Demolition will start after covering the entire building block with fabric barricading to

protect surrounding from dust and for safety purpose UPVC reinforced net will be used

around the building and will have provision for sprinkler to reduce dust and pollution.

40% and 75% of the bricks and steel respectively after demolition can be reused or sold

and excess will be sent to the government specified C&D plant.

4.2.6 Impact on Noise Levels

The major sources of noise during the construction phase will be due to operation of

construction equipment such as rock drills, pneumatic tools, concrete mixers, cranes,

generators, pumps, compressors, vibrators, etc. The operation of this equipment will

generate noise ranging between 70-85 dB (A). Due to moderate levels of construction



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activities, the anticipated noise generation during construction phase will be mostly

confined to the facility itself and not anticipated to have significant adverse impacts on

the surrounding ambient noise levels. In order to have less impact on noise levels in the

area, the major works will be carried out during daytime as far as possible.

Some construction equipment may generate more noise levels and might affect the

personnel operating these equipment. In order to safeguard the construction workers

working at the noise generation sources, these personnel will be provided with proper

personal protective equipment such as earplugs, earmuffs, etc. Hence, no significant

impact is envisaged due to the operation of the noise generating equipment at the project

site, if suitable mitigation measures are adopted.

4.3 IMPACTS DURING OPERATION PHASE

The proposed project involves redevelopment of residential accommodation by

constructing residential and other buildings. This does not involve any manufacturing

or chemical processes, hence does not result in any severe environmental pollution such

as air and water pollution. However, the following activities related to the redevelopment

project are anticipated to have varying degree of impacts on the environment, hence

considered for impact assessment.

Topography

Land use

Soil

Air quality

Water quality

Storm water drainage

Solid waste

Noise levels

Terrestrial and aquatic ecology

4.3.1 Impact on Topography

During the operational phase of the project, no impact on topography of the project site

will be experienced, as all the land leveling and construction activities will be completed



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during the construction phase of the project itself. However, the green belt and avenue

plantation will be grown with which the aesthetics will improve further.

4.3.2 Impact on Land use There is no impact on the land use during the operational phase, as the proposed

redevelopment project does not alter the land use pattern (Multi – Storied residential)

as per Development control rules of Delhi Development Authority (DDA). Due to the

development of the project there will be a significant improvement in the aesthetics of

the site.

4.3.3 Impact on Soil All the impacts related with soils are restricted to the construction phase only; hence

there will not be any impact on soils of the proposed project site during the operational

phase. The top soil removed during construction stage will be spread on landscaped

areas and plantation will be developed. The matured plantation will help in reduction of

possible soil erosion.

The probable sources causing degradation of soil in the project site are due to generation

of solid wastes and wastewater from the proposed redevelopment project. As appropriate

solid waste management systems will be followed, no soil pollution is anticipated in the

project area. Further, the proposed greenbelt, green cover and avenue plantation

measures will enrich the soil binding characteristics and preserve topsoil from erosion.

4.3.4 Impact on Air Quality

The major source of air pollution is the emission of dust from vehicles and stacks of DG

sets. In the proposed project DG sets will be provided and very insignificant vehicles are

envisaged. Even though to check the impact of DG sets on Ambient Air, an Air Quality

modeling was carried out and its details are given in Annexure – XI.

4.3.4.1 Fugitive Emissions The additional development of the existing project will be excellently landscaped with

proper terracing and benching and will be provided with pucca roads. As the entire



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project site will be covered with good landscaping and tree/grass cover, generation of

fugitive dust within the premises will be minimal. Even the dust, outside the project site

will be minimal due to the proposed compound walls, which will function as barriers

and tree plantations along the boundary. Further, all fugitive emissions are likely to be

controlled to a great extent, through proper maintenance of tree plantations and the

green belt development undertaken within the project area.

4.3.4.2 Gaseous Emissions The sources of gaseous pollutants within the project site are kitchens, DG sets and

vehicular movement within the premises. The emissions of Sulphur Dioxide (SO2) and

Oxides of Nitrogen (NOx) will be due to operation of DG sets, in case of the failure of the

power grid.

In order to control emissions of particulates during operation of the DG sets, adequate

control equipment will be installed and adequate stack height will be provided as per

(Emission Regulation Part-IV COINDS/26/1986-87) CPCB norms.

Minimum Stack Height Requirement, H=h+0.2√p

Where

H = Height of the Stack

h = height of the building in which the DG is installed

P = the size of DG set in KVA

Adequate stack height of 33 m from GL will be provided above ground level for each DG

set for wide dispersion of gaseous emissions.

4.3.4.3 Impact due to Vehicular Traffic Control of Vehicular Emission - It will be ensured that all such vehicles are maintained

on a regular basis and meet PCU norms. This will be applicable to all vehicles coming

to the premises. Development of Green belt with specific species will help in reducing

the SPM levels. Informatory sign shall be provided to encourage vehicle owners to

maintain their vehicle and follow the emission standards fixed by Government

Authorities.



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4.3.5 Impact on Water Quality

The total Fresh water requirement for the proposed redevelopment project will be about

3,141 KLD and will be met from New Delhi Municipal Council.

During the operational phase of the project, no manufacturing or process of any

industrial product is involved. The wastewater generated is only from the sanitation

facilities. The entire sewage generated will be treated in Sewage Treatment Plant of 4,227

KL and the treated water will be reused for flushing, HVAC and watering the landscaped

areas, garden.

4.3.6 Impact due to Solid Waste Generation

During operational phase of the project, considerable quantities of solid wastes such as

kitchen wastes, used paper plates and cups, polythene sheets and wastepaper will be

generated. If the solid wastes are not disposed off efficiently, these may cause for

environmental degradation. In order to avoid problems associated with solid waste

disposal problems, an effective solid waste management system will be followed. The

solid waste generated are segregated into Biodegradable (9,333 Kg/day) will be

composted in Organic waste convertor, Non-Biodegradable (10,528 Kg/day) including

recyclable waste will be handed over to the Authorized recyclers and the sludge from

STP (609 Kg/day) will be used as manure for green development.

Hence, the generation of solid wastes in the proposed redevelopment project will not

create adverse impacts.

4.3.7 Noise Environment

Noise pollution is caused due to the various activities which involves the vehicular

movement, D.G sets etc.

Proper and suitable acoustic barrier will also be provided around areas generating high

noise. DG sets will also be housed in acoustically treated room so that the ambient noise

level at 1m from the periphery of the service block will be less than 55 dB (A) (day time).

Plantation and landscaping will be designed to ensure that there is adequate green belt

near the service block so that further noise attenuation is achieved. Effective preventive



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maintenance and vibration measurement of all rotating equipment will help in the noise

reduction.

4.4 MITIGATION MEASURES

4.4.1 Environment Management during Construction

The construction phase involves site preparation, transportation of construction

materials and equipment and construction of the infrastructure. During this phase, it

is imminent that workers/labourers will be staying on site till the completion of

construction. However, this is not a long-term impact as this is a temporary phase.

From the above activity, it is envisaged that there will be marginal impact on the

environment. To minimize these impacts, the proponent will undertake all preventive

and remedial measures, which are outlined hereunder.

4.4.1.1 Land Environment

The following mitigation measures shall be adopted:

As soon as construction is over, the surplus earth shall be utilized to fill up the low

lying areas, the rubbish will be cleared and all un-built surfaces be reinstated;

The top soil from the excavated areas shall be preserved in separate stacks for re-

use during the plantation;

There shall be minimum/optimum concreting of the top surfaces so that sufficient

scope for maximum groundwater recharge due to rainfall with appropriate rain water

harvesting measures;

4.4.1.2 Water Environment

During construction period, the water quality is likely to be affected due to the

construction work and loosening of topsoil. This is likely to increase the suspended

solids in the run-off during heavy precipitation. In order to reduce the impact on water

quality, temporary sedimentation tanks shall be constructed for the settlement of the

suspended matter.



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Sanitation

The construction site shall be provided with sufficient and suitable toilet facilities for

workers to meet the proper standards of hygiene. These facilities shall be maintained to

ensure minimum environmental impact.

4.4.1.3 Air Environment

During construction period, there is likelihood of generation of dust and NOx emissions.

This can be attributed to leveling activity and vehicular movement. The transport

vehicles using petrol or diesel should be properly maintained to minimize smoke in the

exhaust. Water sprinkling is suggested to address this issue.

Since there is likelihood of fugitive dust from the construction activity, material handling

and from the truck movement in the premises. It is proposed for tree plantation program

along the boundaries of the project site during the period of construction itself.

Additional recommendations include the following:

Sprinkling of water shall be done at frequent intervals by preferably using truck-

mounted sprinklers;

Construction equipment shall be maintained and serviced regularly such that the

gaseous emissions from these equipment are maintained within the design

specifications; and

Construction activities shall be restricted to daytime only as much as possible to

minimize disturbance during nighttime.

All demolition and construction waste shall be stored securely and removed

within a stipulated period.

Proper movement of vehicles within the project site.

4.4.1.4 Noise Environment

Generation of noise during construction phase is due to operation of heavy equipment

and increased frequency of vehicular traffic in the area. Vibration levels will also

increase due to these activities. However, these impacts will be short term and



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intermittent in nature. The noise effect on the nearest inhabitants during the

construction activity will be negligible, as the noise levels will be dissipated within the

project site itself. Nevertheless, the following mitigation measures shall be adopted:

Provision for insulating caps and aids at the exit of noise source on the

machinery;

The use of damping materials such as thin rubber/lead sheet for wrapping the

work places like compressors, generator sheets;

Shock absorbing techniques should be adopted to reduce impact;

Inlet and outlet mufflers should be provided, which are easy to design;

Earmuffs should be provided to the workers and it should be enforced to be used

by the workers;

Noise prone activities shall be restricted to the extent possible during night time,

particularly during the period between 10 pm to 6 am in order to have minimum

environmental impact on the workers as well as on the neighborhood;

No worker shall be allowed to expose to more than 90 dB(A) in an 8-hour shift

and under no circumstance the noise level from any equipment shall be greater

than 115 dB(A).

4.4.1.5 Ecological Aspects

During construction period, there could be some clearing of vegetation in order to

prepare the site for construction. However, this will be mitigated by proper landscaping

and extensive plantation within the project area. A comprehensive greenbelt program

will improve the ecological condition of the region.

4.4.1.6 Storage of Hazardous Material

The hazardous materials used during the construction may include diesel, welding gas

and paints. These materials shall be stored and handled as per the guidelines specified

under Hazardous Wastes (Storage, Handling and Transportation) Management Rules of

Environment Protection Act. Some of the precautions of storage include the following:

Dyked enclosures shall be provided so as to contain complete contents of the

largest tank; and



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Diesel and other fuels shall be stored in separate dyke enclosures.

4.4.1.7 Site Security

Adequate security arrangement should be made to ensure that the local inhabitants and

the stray cattle are not exposed to the potential hazards of construction activities.

4.4.1.8 Migrant Laborers

Safe and secure camping area should be provided for the migrant laborers during the

construction period. Adequate arrangements should be made for water supply,

sanitation and cooking fuels. The construction site should be provided with sufficient

and suitable toilet facilities for workers to allow proper standards of hygiene. These

facilities will be connected to a septic tank followed by soak pits and maintained to ensure

minimum environmental impact.

4.4.1.9 Facilities to be provided by the Labour Contractor

The contractor has to provide following facilities to construction work force:

First Aid: At work place, first aid facilities should be maintained at a readily accessible

place where necessary appliances including sterilized cotton wool etc shall be available.

Ambulance facilities should be kept readily available at workplace to take injured person

to the nearest hospital.

Potable Water: Sufficient supply of water fit for drinking should be provided at suitable

places.

Sanitary Facility: Within the precinct of very work place, latrines and urinals should

be provided at accessible place. These should be cleaned at least twice during working

hours and kept in a good sanitary condition. The contractor should conform to sanitary

requirement of local medical and health authorities at all times.

Security: The proponent will provide necessary security to work force.

Facilities for Women: Facilities as per Factory Rules of the State government shall be

provided to the women work force. Separate toilets for women shall be provided and



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marked in local language with conspicuous letters for women only. A poster showing

the figure of a man and woman shall also be exhibited at the entrance to toilets.

4.4.2 Environment Management Plan during Operational Phase

The EMP in the design stage endeavors to mitigate the problems related to health, safety

and environment at the initial stage itself. The proposed facilities will be designed taking

into account all applicable standards/norms both for regulatory and safety purpose.

The design of Netaji Nagar will be made by laying special emphasis on the measures to

minimize sewage generation and emission control at source. The specific control measures

related to gaseous emissions, liquid sewage discharges, noise generation, solid waste

disposal etc are described below:

4.4.2.1 Land Environment

Some of the anticipated impacts on the land environment due to the project are:

Change in Runoff and Drainage pattern: With the development of the project, pervious

vegetative area will be replaced by impervious and paved surfaces leading to lesser

infiltration and thereby increased runoff. This can lead to more localized flooding.

Potential Loss of Green spaces: Demolition of huge buildings would reduce the natural

greenery of the area. About 3906 trees are existing in the site and due to the demolition

purpose 3033 no of trees to be felled and 873 nos will be retained in the site. However, the

large landscaping planned and suggested in the Master plan for the project, would

compensate for this loss.

Mitigation Measures

A land of 7 Hectares for compensatory plantation against the felling of trees near Garhi

Mandu Village between the under construction signature bridge and the Wazirabad

Barrage and the Wazirabad Barrage has been granted by Delhi Development Authority to

NBCC (India) Limited. Hence the number of trees to be felled will be compensated in the

proposed project site as well as in the additional 7 hectares of land.



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4.4.2.2 Air Pollution Management

A site-specific baseline air quality monitoring program was conducted for the existing

project site and the results are briefed in Chapter 3. Existing baseline condition reveals

that concentration of CO, NOx, SO2 are below the prescribed limits by NAAQS. However,

concentrations of PM10 and PM2.5 exceed the limits by NAAQS of 100μg/m3 and

60μg/m3 respectively. High levels of concentration as evaluated from baseline

monitoring are due to prevailing smog in the city which has been formed by construction

activities. The major impacts on ambient air could be vehicular emissions from increase

in traffic volume and emission from power backup/ DG sets.

Mitigation Measures

Power Backup

The DG sets shall be provided for power back up in case of any power failure. Following

precautionary measures shall be taken care of:

• DG sets shall be located downwind of the residential areas;

• Stack heights for DG sets shall be maintained as per CPCB/ MoEFCC norms;

Vehicular Emissions

• Vegetative barriers in the form of green belt shall be provided around the

redevelopment area which will minimize the building up of pollution level by

acting as pollution sinks.

• Only CNG using public vehicles shall be allowed to ply on the site

4.4.2.3 Water and Wastewater Management

Controlled Water Use

The water requirement of the total project will be about 3,141 KLD and this would

be sourced from NDMC. Wastage of water will be totally controlled and only the

minimum quantum of water will be used.

Monitoring of Water Consumption

Periodic water audits shall be conducted to explore the possibilities for

minimization of water consumption.



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Water Conservation

In order to reduce the water consumption in the redevelopment project suitable

measures will be taken. For watering the plants and landscaped areas, adequately

treated sewage shall be used, thus conserving water.

Wastewater Treatment and Reuse

The quantity of wastewater generation depends upon the quantity of water used

for various purposes. The quantum of wastewater generation from the project will

be about 3593 KLD.

Wastewater generated from the domestic activities of the proposed project site will

be treated in Sewage Treatment Plant of 4227 KLD to manage the additional sewage

and treated water will be utilized for the flushing and landscaping purposes.

Mitigation Measures

• Water meters conforming to ISO standards shall be installed at the inlet point of

water uptake and the discharge point to monitor the daily water consumption

and identify leakages if any. In charge shall be responsible for carrying out

systematic leak tests all year round;

• Appropriate flow restrictors shall be installed for economizing on water

consumption.

• Efficient Water saving devices/ fixtures shall be installed in kitchens and toilets

to reduce the water consumption per flush.

• The sewage generated shall be treated through STP and the treated sewage shall

be reused for flushing, Greenbelt development and HVAC. Hence no excess

treated sewage shall be let outside the project site.

4.4.2.4 Groundwater Recharge with Rain Water Harvesting

There will be generation of surface run-off from the premises during monsoon season.

The run-off will be of two types i.e. run-off from the pervious area of the site and run-

off from the built-up area of the complex.



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o Run-off from the Built-up Areas

The run-off from the impervious surfaces and built up areas of the project site will be

routed through a carefully designed storm water drainage network discharging into

rainwater harvesting structures provided along the boundary of the project site. Surplus

storm water after percolation into ground will flow into the storm water drain and will

be disposed of by gravity into the existing public storm water drain adjacent to the

project site.

o Run-off from Other Area

The run-off from other area will be routed directly to the rainwater harvesting

structures, proposed to be constructed at suitable locations as per the contours.

4.4.2.5 Rainwater Harvesting Structures

For augmenting the ground water resources in the project site, appropriate numbers of

rainwater harvesting structures will be constructed along the boundary of the blocks.

These structures will facilitate percolation of water into the ground and thus augmenting

the groundwater sources. This will result in increase in groundwater tables. Only the

surplus water after possible percolation into the ground will be discharged into the

municipal storm water drains outside the project site.

Water harvesting connotes collection and storage of rainwater and also other activities

aimed at harvesting surface water and ground water, prevention of losses through

evaporation.

Recharge pits will be of RCC pre-cast ring soak pit type, having adequate depth and

diameter. For percolation of water into the ground the pre-cast RCC structure will have

adequate number of outlets.

4.4.2.6 Noise Level Management

The incremental noise levels in the proposed project will be high due to the increased

traffic movement within the city and further incremental due to the usage of DG set.

However, the greenbelt to be provided will further attenuate the noise levels.



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Recommendations

Noise levels would be reduced by the use of absorbing material on roof walls and

floors;

The project area would be thickly vegetated with species of rich canopy

DG sets shall be provided with acoustic enclosures

4.4.2.7 Solid waste Management

The project will generate approximately 19,863 kg/day of MSW per day during peak

season. The potential impacts associated with disposal of solid waste include the

following:

• Inadequate collection and treatment of municipal solid waste can lead to

unhygienic conditions leading to spread of diseases and other vectors

• Improper transportation of municipal solid waste may lead to generation of

odour;

• The accumulation of waste along streets can clog drains and cause localized

flooding;

Mitigation Measures

• An integrated solid waste management will be put in place for collection,

transport, treatment and disposal of solid waste generated from the activities;

• An Organic waste converter has been planned for processing of Biodegradable

waste and the e-waste generated shall be sold to authorised recyclers in

accordance with e-waste Management Handling Rules, 2016.

• The recyclable waste like glass, metal, plastics, paper etc shall be collected

separately and sold to authorized recyclers/ vendors.

4.4.2.8 Traffic & Transport

The potential impacts on traffic and transport for proposed project include the following:

• Increase in traffic volume due to proposed developments and likelihood of

congestion on the existing and proposed road network;



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• Random parking of vehicles and unplanned loading/ unloading areas can lead to

confusion.

Mitigation Measures

This includes various transport improvement strategies, in order to reduce the traffic

congestion due to goods and passenger movement on the roads connecting to the project

site. In order to accommodate the increased traffic, following measures have been

suggested:

• Hierarchy in roads should be adopted to segregate the traffic according to the

size, frequency and density of traffic.

• Comprehensive traffic and travel surveys shall be conducted every 5 years to

monitor traffic characteristics and travel behavior to develop strategies for

effective transportation.

Planning of pedestrian facilities

Pedestrian facilities shall be planned for movement of pedestrians on all major corridors

and junctions in the study area. The pedestrian facilities which shall be provided for the

safe movement of pedestrians are

• Footpaths along the road

• Zebra markings

• Grade-separated pedestrian facilities viz. subways and pedestrian over bridge for

across movement of pedestrian.

• Pedestrian Guard Rails, Road safety Signage and overhead signs shall be placed

on a structurally sound gantry or cantilever structure made of circular pipes or

steel sections

4.4.2.9 Social Economy and Livelihood

During operational phase, certain impacts might emerge which will affect the local

population positively. The anticipated impacts have been given below:

• With the onset of new project activities, employment opportunities might increase

among the local population. The unskilled local population of the adjoining areas



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will find job opportunities as drivers, security guards, cleaners, housekeeping

etc. which will improve their economic condition.

• With the execution of the project, there will be more transport facilities plying to

the area thus, benefitting the population living in the area in the long run.

• Development of infrastructure will also take place with the coming of the project

in the area. The project will involve activities like road upgrading and better power

supply in the area. This will enhance the existing structure and also encourage

further development in the surroundings.

4.4.2.10 Impact Analysis on Neighboring Reserve Forest

The Central Ridge Reserve Forest is located at a distance of 2.5 km from the proposed

project site. Hence, there will not be any hindrance to the reserve forest due to the

proposed redevelopment activity. The management of Reserve Forest includes

• Improving the environment and reducing the ill-effects of pollution by preserving

existing vegetation and through plantations of suitable local species as per the

site conditions.

• Increasing the green cover of the area.

• Gradually suppressing the monoculture plantations of exotic species by raising

mixed plantations of local species.

• Protecting the forests from encroachment.

• Creating favorable conditions for protection and development of wildlife.

• Enhancing aesthetic beauty of the forest, providing shade along the length of

strips passing through the city and to create recreational centers.

• Fencing of the areas that are in the vicinity of the industries, workshops, housing

estates, slum, etc. Live hedges in combination with barbed wire fence can be very

effective. It increases the stability of the main fence. They also act as soil binders.

• A species chosen for live hedge should be fast growing with long and stout spines

or horns, thick and bushy in form.



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4.5 GREENBELT DEVELOPMENT

Implementation of garden and greenbelt development is of paramount importance in

development of the proposed redevelopment project. In addition to augmenting the

existing vegetation, it will also prevent soil erosion, make the ecosystem more complex

and functionally more stable, make the climate more conductive and restore water

balance.

The greenbelt helps to capture the fugitive emissions and to attenuate the noise

generated in the premises apart from improving the aesthetics of the site. Plantation

program should be undertaken in all available areas. This would include plantation in

the premises, along the internal and external roads and in between buildings.

The plant species selected for greenbelt shall include the native species. These saplings

should be planted in rows. About 41.76 % (1,84,769 Sq.m) of the project site shall be

brought under greenbelt/green cover program.

The plantation at the proposed redevelopment project shall take into consideration of

the existing social forestry in the region. The proposed plantation shall cover the

following design aspects:

There shall be a greenbelt all around the project site

All along the internal and external roads, plantation shall be taken up

Shrubs and trees shall be planted in encircling rows around the project site

Planting of trees in each row shall be in staggered orientation (Triangular form)

Since the trunks of the tall trees are generally devoid of foliage, it will be useful

to have shrubs in front of the trees so as to give coverage to this portion

Standard pit size will be 1 m x 1 m x 1 m

The pits shall be filled using good soil from nearby agricultural fields (3 parts)

and farmyard manure (1 part).

4.5.1 Plant Species for Greenbelt

Based on climate and soil characteristics of the study area, some species are

recommended for plantation. In order to have a ground cover, some fast growing species,

which do not require watering, have been recommended for mass plantation. The green



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belt in the project site for both existing and proposed includes tree plantation Ashoka,

Neem, Palm, Pine, Bamboo, etc.,

All plants shall be of the size specified in the Plant Schedule at the time of delivery to

the site and shall be obtained from an approved source. Trees shall have a minimum

caliper (measured at 500mm above ground level) of 15mm or more as specified. Shrubs

and ground covers shall be twin or multi stemmed.

All plants shall be well-balanced and well formed, sound, vigorous, healthy and free

from disease, sunscald, abrasion, harmful insects or insect eggs and with a healthy,

unbroken root system filling their containers but not root-bound. Unless otherwise

specified only nursery-grown plants will be used. All plants shall be container grown.

Samples from all plant material shall be made available for approval by the Engineer.

All planting shall be certified free of pests, viruses etc.

As per guidelines of CPCB, the three main criteria for selection of plants may be as

follows,

• Trees, shrubs will have dense foliage with a large surface area, because leaves

absorb pollutants.

• Evergreen trees are found to be more effective.

• The species chosen must be resistant to pollutants, particularly in the early

stages of their growth.

• The species chosen may be native species and drought tolerant.


CHAPTER 5 - ANALYSIS OF ALTERNATIVES (SITE & TECHNOLOGY)

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5. ANALYSIS OF ALTERNATIVES (SITE & TECHNOLOGY)

5.1 INTRODUCTION

This chapter presents a comparative analysis of various alternatives to be considered

to avoid or minimize impacts that would be inevitable. The consideration of

alternatives to a proposal is a requirement of the EIA report.

5.2 SELECTION OF SITE

The existing site will be redeveloped for General pool Residential Accommodation

Colony. The selection of site for the proposed project is determined by the following

factors.

Location

Proximity to sources of supply of raw materials

Proximity to water source

Proximity to Treated Sewage discharge

Proximity to power source

Availability of land for the development of greenbelt

Availability of labour source in the proximity

Connectivity

Acceptability of site from Environmental aspects like availability of areas for

solid waste disposal.

A. Location


(GPRA) Colony at Netaji Nagar of Africa Avenue Marg, Chanakyapuri Tehsil, New Delhi

District. The site co-ordinates are 28°34'29.11"N Latitude and 77°11'8.36"E Longitude.

B. Proximity to sources of supply of raw materials

All Construction raw materials will be transported by road and purchased from local

sources.

C. Proximity to water source

The total fresh water requirements during Operation Phase will be 2,871 KLD and

which will be sourced through New Delhi Municipal Council (NDMC) and there will be

no drawl of ground water during the operation phase of the project.


CHAPTER 5 - ANALYSIS OF ALTERNATIVES (SITE & TECHNOLOGY)

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D. Proximity to Treated Sewage Discharge

The sewage generated during operation phase will be 4,227 KLD which will be treated

through proposed sewage treatment plant of 4,227 KL (1625 KL, 901 KL, 778 KL and

873 KL) based on FABB Technology. The treated sewage will be utilized for toilet

flushing (2,145 KLD), Green belt development (764 KLD) and HVAC (950 KLD). There

will be no excess treated sewage.

E. Proximity to Power source

Power will be availed from New Delhi Municipal Council (NDMC). Total Electric load for

the proposed redevelopment project is 48,041 MVA and power back up with DG set of

13 x 500 KVA for residential and 15 x 1500 KVA, 750 KVA, 500 KVA for office purpose

will be utilized.

F. Availability of land for the development of greenbelt

The land allotted for development of greenbelt is 1,84,769 sq.m (41.76% in total land

area).

G. Availability of labour source in the proximity

Labors will be deployed locally.

H. Connectivity

The project site is well connected by road, rail and air ways. Safdarjung and Sarojini

Nagar Railway station is located at 0.4 km North & 0.6 Km North East from the project

site. DTC Sarojini Nagar Depot and Hyatt Bus Stop are located at 0.07 Km East and

0.09 Km South respectively.

I. Acceptability of site from Environmental aspects like availability of areas for

solid waste disposal.

The estimated quantity of Municipal solid waste generated during operation phase will

be 19,863 kg/day. Bio degradable waste will be treated through proposed Organic

Waste Converter. Non Bio degradable waste and inert waste will be disposed to

Authorized Recyclers.


CHAPTER 6 - ENVIRONMENTAL MONITORING PROGRAM

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6. ENVIRONMENTAL MONITORING PROGRAM

An Environmental Monitoring Plan provides feedback about the difference between

actual environmental scenario and the impacts of the project on the environment and

helps to judge the adequacy of the mitigation measures in protecting the environment.

The purpose of environmental monitoring is to evaluate the effectiveness of

implementation of Environmental Management Plan (EMP) by periodically monitoring

the important environmental parameters within the impact area, so that any adverse

effects are detected and timely action can be taken.

6.1 OBJECTIVIES

To ensure implementation of mitigation measures during project

implementation;

To provide feedback to the decision makers about the effectiveness of their

actions;

To determine the project’s actual environmental impacts so that modifications

can be made to mitigate the impacts;

To identify the need for enforcement action before irreversible environmental

damage occurs;

To provide scientific information about the response of an ecosystem to a given

set of human activities and mitigation measures;

6.2 SUGGESTED ENVIRONMENTAL MANAGEMENT PLAN

As per the guidelines of MoEFCC, environmental monitoring shall be required during

construction and operational phases. The schedule for monitoring ambient air quality,

ambient noise quality, ground water quality, and waste water quality both during the

construction and operation phases of the project is given in Table 6.1


CHAPTER 6 - ENVIRONMENTAL MONITORING PROGRAM

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TABLE 6.1 ENVIRONMENTAL MONITORING PLAN

S. No Particulars Monitoring

Frequency Duration of Sampling

Important Monitoring Parameters

1. Ambient Air Quality Monitoring

a) Project site Once in 3 Months 24 hr continuously

PM10, PM2.5, SO2, NOx, and CO

2. Stack Monitoring

a) DG Set - Stack

Once in 3 Months 30 - 60 min SO2, NOx, PM, CO, Temperature, Flow rate & Velocity of the gas

3. Ambient Noise Level

a) Near DG set Once in 3 Months 8 hr continuous with 1 hr interval

Noise level in dB(A)

4. Ground / Drinking Water Quality Monitoring

a) Ground Water at project site

Once in 6 Months Grab Sampling Major parameters etc as per Parameters specified under IS:10500, 2012

5. Sewage Quality Monitoring

a) STP Inlet Once in a Month Grab Sampling Physical (major), Chemical & Biological Parameters specified under IS:2490:1982

b) STP Outlet

6. Soil Quality

a) At the green belt area

Once in 6 months Samples to be collected from three different depths viz., 30cm, 60cm, and 100cm below the surface.

Parameter for soil quality: pH, texture, electrical conductivity, organic matter, nitrogen, phosphate, sodium, calcium, potassium and Magnesium.

Source: ABC Techno Labs India Pvt. Ltd.


CHAPTER 7 - ADDITIONAL STUDIES

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7. ADDITIONAL STUDIES 7.1 DISASTER MANANGEMENT PLAN

7.1.1 INTRODUCTION

Disaster means a catastrophe, mishap, calamity or grave occurrence in any area,

arising from natural or manmade causes, or by accident or negligence which

results in substantial loss of life or human suffering or damage to, and destruction

of property, or damage to, or degradation of environment and is of such a nature or

magnitude as to be beyond the coping capacity of the community of the affected

area.

Disaster Management Plan (DMP) gives a broad idea of Emergency preparedness in

case of an accident. Thus an appropriate DMP shall be prepared in consultation

with the project proponent, architect, service consultant and maintenance staff.

DMP envisages the need for providing appropriate action so as to minimize loss of

life/property and for restoration of normalcy within the minimum time. Adequate

manpower, training and infrastructure shall achieve this. An appropriate fire

protection system is also developed to meet any emergency.

The emergencies are classified as demolition and construction hazard, natural

hazard and Man-made hazard. Disaster risk reduction begins throughout our local

communities. For greatest impact, these steps must be grounded in local

knowledge and communicated broadly.

7.1.2 OBJECTIVES OF PLAN

This plan is developed to make best possible use of resources to:

Rescue the victims and treat them suitably.

Safeguard others (evacuating them to safer places).

Contain the incident and control it with minimum damage.

Identify the persons affected.

Preserve relevant records and equipment needed as evidence incase on

an inquiry.

Rehabilitate the affected areas.



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The following important elements in the disaster management plan (DMP) are

suggested to effectively achieve the objectives of emergency planning:

Reliable and early detection of an emergency and careful planning.

The command, co-ordination, and response organization structure along

with efficient trained personnel.

The availability of resources for handling emergencies.

Appropriate emergency response actions.

Effective notification and communication facilities.

Regular review and updating of the DMP

Proper training of the concerned personnel.

In order to handle disaster/emergency situations, an organizational chart

entrusting responsibility to various plant personnel has been prepared along with

their specific roles during an emergency. The possible composition of the

management team is given in Figure 7.1.

FIGURE 7.1. DISASTER MANAGEMENT TEAM

Site Engineer / Safety Officer



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7.1.3 ROLES AND RESPONSIBILITIES OF MANAGEMENT TEAM

7.1.3.1 Construction Hazard:

During the construction time good construction practice and safety requirement

should be enforced by the contractor at site. The construction manager can be the

co-ordinator for the emergency management. Depending on the severity of the

injury/ disaster outside medical help can be obtained. Before commencement of

the work the hospital facilities should be identified and the address and phone

numbers to be available to the contractor as well as the construction manager.

Proper measures should be taken to ensure safety at heights. Fencing/railing

should be provided at construction openings to prevent physical injuries and fall of

construction workers.

Natural Hazard:

During natural hazard the emergency plan to be implemented with the help and

guidance from the district collector, who is the co-ordinator for such activity.

Disaster Management Team (DMT) will also be responsible for disaster mitigation

and disaster recovery. The primary mass disaster potential for the area is fire and

water damage. Fire has an immediate response that can be delivered by the

occupants or nearby Fire service Department. In terms of water damage this can

occur via storm damage to roofs and/or flooding. In these instances access to

tarpaulins and sand bags are critical. Coordination of these efforts is through the

DMT.

Manmade/ Operational Hazard:

During the phase project proponent and maintenance staff becomes the co-

ordinator for the emergency activity and the emergency cell will be acting in

accordance with the disaster management plan (DMP).

Insurance: Key to the management of any disaster is having adequate insurance

in place to:

- Reduce the loss in terms of assets if a disaster happens; and

- Reduce lost income in the event that the facility becomes unavailable or

partly unavailable.



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7.1.4 LEVELS OF DISASTERS

Based on severity of the disaster, degree of material and physical losses and

assistance requirements different levels of disasters are being identified. The

activation of the plan will be dependent on the declared level of disaster.

Level 0 (L0) - This is a level during peace and normal times; time will be utilized for

monitoring, prevention and preparatory activities. Capacity building of key

departments, mock rescue, rehearsals, testing evacuation plans is rehearsed

during this level. Similarly, response and recovery mechanisms are reviewed at

state, district, level.

Level I (LI) - At this level, district machinery can manage the disaster; state and

central governments will monitor the progress and remain alert to activate other

mechanisms if needed.

General inundation, crop losses, livestock losses, minor property losses and

disrupted normal life due to disaster/incident.

Level II (LII) - At this level, active participation of state departments, mobilizing

resources at the state level and close monitoring in coordination with district

machinery is warranted. Mobilizing rescue and recovery teams consisting of

paramilitary forces may be required at this level. In addition to losses identified in

LI, human and livestock losses and substantial property losses such as damaged

homes, damaged infrastructure and isolation of an area due to the severity of the

disaster are part of Level II.

Level III (LIII) - This is critical and highest level. State and district machinery

would need active assistance from the union government. Mobilizing rescue and

recovery teams consisting of paramilitary forces may be required at this level. Early

warning mechanisms both at state and central government play significant role in

identifying situations that may be declared as Level III disasters. Similar levels of

losses are identified in LI and LII at higher proportions.

Activation of the plan would vary depending on the level of disasters and intensity

as identified; however, at all levels, certain activities especially preparedness,

prevention and capacity building are round the year functions. Based on the

information received from competent agencies like IMD, district administration and

the degree of intensity, the State Executive Committee (SEC) in consultation with



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Revenue (Disaster Management) Department will identify the level of disaster and

notify the impacted districts.

7.1.5 HAZARD VULNERABILITY RISK ANALYSIS

7.1.5.1 Basic Terminology

1. Hazard - Hazard is an event or occurrence that has the potential for causing

injury to life or damage to property or the environment. The magnitude of

the phenomenon, the probability of its occurrence and the extent and

severity of the impact can vary. In many cases, these effects can be

anticipated and estimated.

2. Vulnerability - Vulnerability is the degree to which a population, individual

or organization is unable to anticipate, cope with, resist and recover from the

impacts of disasters. Vulnerability is a function of susceptibility (the factors

that allow a hazard to cause a disaster) and resilience (the ability to

withstand the damage caused by emergencies and disasters and then to

recover)

3. Risk - “Risk” is defined as the expectation value of losses (deaths, injuries,

property, etc.) that would be caused by a hazard. Disaster risk can be seen

as a function of the hazard, exposure and vulnerability as follows;

Disaster Risk = function (Hazard, Exposure, Vulnerability)

To reduce disaster risk, it is important to reduce the level of vulnerability and to

keep exposure as far away from hazards as possible by relocating populations and

property. Growing exposure and delays in reducing vulnerabilities result in an

increased number of natural disasters and greater levels of loss.



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Source: Asian Disaster Reduction Centre



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7.1.6 TYPES OF HAZARD

7.1.6.1 Natural Hazard

Earthquake

An earthquake is a sudden shaking of the earth caused by the breaking and

shifting of rock beneath the earth's surface and followed by a series of vibrations.

Earthquakes can cause buildings and bridges to collapse, telephone and power

lines to fall, and result in fires, explosions and landslides.

Seismicity in Delhi

Delhi is located in zone IV which has fairly high seismicity where the general

occurrence of earthquakes is of 5 - 6 magnitude, a few of magnitude 6 - 7 and

occasionally of 7 - 8 magnitude. Delhi thus lies among the high-risk areas.

Geological Survey of India (GSI) reports mention that the bedrock depth is 60 m in

the Patel Road area, 15 m in Connaught Place Central Park, 40 - 50 m near

Rajghat and 150 m and beyond in the Yamuna river bed. Similarly, the depth is

reported to be 80 - 100 m in the Aurobindo marg-Hauz Khas area

Recent Earthquakes in Delhi

Date Latitude °N Longitude °E Magnitude June 6,1992 28.65 76.69 2.8 February 16, 1993 28.63 76.35 2.6 March 27, 1993 28.63 77.20 3.6 SEPTEMBER 6,1993

28.64 77.14 2.5

December 3, 1993 28.60 77.40 3.5 July 28, 1994 28.51 77.25 2.8 October 15, 1994 28.59 79.92 2.8 November 16,1994 28.50 76.95 2.9 March 18, 1994 28.62 77.25 2.7 March 28, 1994 28.60 77.10 1.6 April 4, 2004 28.60 77.20 1.5 April 5, 2004 28.70 77.30 1.9 April 21, 2004 28.60 77.30 1.5 June 06, 2004 28.60 77.00 2.0 October 08,2004 - - 5.6 December 26,2004 - - 9.3 March 5, 2012 - - 5



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November 12, 2013 3.3

Figure 7.2 Seismic Zoning of India

Earthquake Resistant Construction

Promotion of Earthquake resistant construction mainly includes construction

safety, quality control and proper inspection. Previously there were no specific

guidelines on earthquake resistant constructions and seismic strengthening. Due

to the very fact, most of the buildings till 1990s were built without any safety

PROJECT SITE



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measures. But in the present scenario, there are building byelaws and guidelines to

construct earthquake resistant structures.

As per the National Disaster Management Authority of India, the Geographical

areas which fall under seismic zones II, III, IV and V are vulnerable to potential

impact of earthquakes, landslides, rock falls or mudflows. Proposed project site

come in the Seismic Zone IV (High), the risk involves due to earth quake is high.

Therefore all the structures in this zone shall be built in accordance with

Earthquake-resistance.

I) For the Safety of Walls

The mortar used in foundations and walls

Size and placement of door, window openings in walls

Length of the wall between the transverse walls

Provision of horizontal seismic bands

a. Plinth level

b. Door and window lintel level

II) Provision of vertical steel bars

In every corner / junction of walls

The door and window jamb

III) For the safety of roofs or floors

Rooftops / storey precast or precast

1V) General guidance for masonry

Too much window openings make a wall weaker. The use of smaller size (less than 18 inches / 45 cm) in width between the two further increases the damageability.

Richer mortar of cement and sand of 1:4 (cement 1 part with 4 parts of sand) causes the strongest earthquake shaking masonry against compared with 1:06 mortar by a factor of 2.5 to 3.0. Also 1:06 mortar is stronger than lime cinder

Use of clay mud mortar produces the weaker masonry. The strength in dry condition reduces to less than 50 percent when the walls get wet during



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rains. Therefore, the use of a good plastering is essential to protect such masonry during the rainy months.

The most important requirement of seismic safety is the provision of seismic bands on all floors in all external and inner walls. These bands sustain the integrity of the entire building as a unit under earthquake shaking and also increases the stability of walls.

A great disaster may occur if

A. An earthquake of sufficiently large magnitude, B. Occurrence of the earthquake close enough to a population Centre, and C. The population Centre having buildings which are not earthquake

resistant.

7.1.6.2 Flood Hazard

An overflow of a large amount of water beyond its normal limits, especially over

what is normally dry land.

Floods in Delhi

The flow of Yamuna within Delhi is by and large influenced by discharge from

Tajewala Headwork 240 kms upstream. In the event of heavy rain in the catchment

area excess water is released from Tajewala. Depending upon the river flow level

downstream, it takes about 48 hours for Yamuna level in Delhi to rise. The rise in

water level also causes backflow effect on the city's drains. The city also

experiences floods due to its network of 18 major drains having catchment areas

extending beyond the city's limits.

1978: (September) River Yamuna experienced a devastating flood. Widespread

breaches occurred in rural embankments, submerging 43 sq km of agricultural

land under 2 meters of water, causing total loss of the kharif crop. In addition to

this, Colony of north Delhi, namely, Model town, Mukherjee Nagar, Nirankari

Colony etc. suffered heavy flood inundation, causing extensive damage to property.

1988: (September) River Yamuna experienced floods of very high magnitude,

flooding many villages and localities like Mukherjee Nagar, Geeta Colony, Shastry

Park, Yamuna Bazzar and Red Fort area, affecting approximately 8,000 families.

1995: (September) The Yamuna experienced high magnitude floods following heavy

runs in the upper catchment area and resultant release of water from Tajewala



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water works. Slow release of water from Okhla barrage due to lack of coordination

between cross state agencies further accentuated the problem. Fortunately, the

flood did not coincide with heavy rains in Delhi, and could be contained within the

embankments. Nonetheless, it badly affected the villages and unplanned

settlements situated within the river-bed, rendering approximately 15,000 families

homeless.

List of Affected Area

As per the Flood Control Order-2014 following areas of Delhi are vulnerable to

drainage congestion (Urban Flooding)



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Figure 7.3 Flood Vulnerability Zones of India



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Figure 7.4 Flood Vulnerability Zones of Delhi

Prevention & Mitigation Measures

Increasing the elevation of the proposed building

Flood proofing of the building such as flood walls and all air ventilation and

openings shall be above the expected water level

A natural depression suitably improved and regulated, if necessary or by

diversion of a part of the peak flow to another river or basin, where such

diversion would not cause appreciable damage.

Channel and drainage by “V” channel, to reduce water retention within the

channel and increase the water flow.

Creating a spider drainage system with main drainage lines along the

peripheral of the boundary is recommended to keep the buildings and assets

away from storm water lines. There by the normal to heavy rainfall would be



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diverted to other outfalls which would be connected to the public storm

water drain.

Adequate rain water harvesting structure to be constructed and proposed

project site excess run off will be disposed through the existing storm water

drain it is located nearby the project site.

7.2 Man Made Hazard

7.2.1 Fire Hazard

Fire hazards, for the purpose of this study, include fires due to LPG as well as short

circuit of electrical systems.

Major Causes of Fire

Source: Delhi Fire Service Department, 2001

Vulnerable locations

Storage areas of flammable / explosive material in the vicinity of populated areas

Using improper practices of storage of cooking fuel such as LPG, kerosene etc.

Multi-storied buildings, especially in cities, with inadequate fire safety measures

Narrow lanes, congested, overcrowded buildings, old buildings with poor internal wiring.



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Fire Safety Provision

Fire protection is one of the most essential services to be provided. The principal

objective of the rescue and firefighting services is to save lives. For this reason, the

provision for means of quick dealing with an accident or incident occurring at, or in

the immediate vicinity of, any building, assumes primary importance because it is

within this area that there is the greatest opportunity of saving lives. This must

assume at all times the possibility of, and need for, extinguishing a fire which may

occur either immediately following an accident or incident, or at any time during

rescue operations. In the design component of the project, adequate measure is

being taken as per the provisions of the National Building Code, 2016. The

firefighting system will comprise the following,

A. Fire hydrant system

Number of Exit, location and there width should conforms to the

requirements of NBC 2016

Adequate fire water storage tank capacity to be provided.

Hose reel assembly should be provided covering each floor

Manual fire call points should be provided

Alternative and independent power system should be provide to fire pumps.

Emergency Lighting system

B. Fire hydrant system

Select appropriate extinguisher for type of fire.

Pull pin from squeeze handle.

Test extinguisher by squeezing handles briefly.

Approach fire aiming nozzle at base of fire.

Squeeze handles and operate extinguisher in a sweeping motion.

C. Public Address System

As per appendix D.5 of part IV of NBC, every high rise building should have a

public address system with 2 way communication to conduct evacuation in a

systematic manner & to communicate any messages to occupants on every floor

from the control room.



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D. Escape Route

As per section 8.2.5 of part IV of NBC, the escape route should be marked with a

sign board on the corridor & passage to guide evacuation. Normally, the escape

route sign board must be written in luminous paint for easy identification. This is

to guide every occupant of the building who is bound to panic in the event of

accident.

E. Portable fire extinguishers

Section: As per section 7.10.4 part IV of N.B.C.

First Aid Firefighting appliances are provided & installed in accordance with latest

IS: 2190-1992 in the existing blocks. In the proposed blocks shall also be provided

as per code.

F. Water fire extinguishers

Two extinguishers per compartment/floor of building will be provided.

As per requirement laid down in National Building Code of India, adequate

capacity of the underground tank and overhead tanks will be provided.

G. MOEPA (Manually Operated Electric Fire Alarm)

Manually operated electric fire alarm (MOEPA) shall be provided near escape point

in all building including machine rooms as per clause 9.3.9 of UBBL (Unified

Building Bye Laws) - 2016 and the same shall conform to IS: 2189/1999.

H. Sprinkler System

Section: As per section 7.10.7 of part IV of NBC.

The Automatic sprinkler system shall be installed in all the office building, having basements as per clause 9.3.9 of UBBL - 2016 in accordance with BIS: 15105/2002

Sprinkler system is a must for basement parking & other risk areas where large quantities of combustible materials are stored.

Each sprinkler should cover 6.96 m2 area

The capacity of water tank shall be calculated on the basis of sprinklers.

Sprinklers may connect to main water tank & pump, but capacity of the tank & pump shall be increased to that proportion.



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Detectors shall be installed as per IS 2189/ 1988.

I. CO2 Type

For area where electrical fire is expected

J. Hose Reels

Hose reels are used on fires involving wood, paper and textiles only, they are not to be used on live electrical appliances or flammable liquids.

A hose reel containing 30m length of 20mm bore terminating into a shut nozzle of 5mm outlet connected directly to raiser shall be provided as per clause 9.3.9 of UBBL-2016 in all building. This shall conform to IS: 884/1998.

To release the hose reel, turn the valve on this will charge the hose and release the nozzle (if fitted with a nozzle release lock).

The hose can then be pulled out to the fire, the nozzle operates like a garden hose in most cases by twisting the nozzle, and the nozzle can be adjusted to give a spray pattern or a straight jet.

K. Alternate Power Supply

As per appendix D-1.5 of part IV of N.B.C. a stand by generator should be installed

to supply power for staircase lighting, corridor lighting, fire pump, pressurization

fan & blowers, in the event of disconnection of failure of main supply.

L. Fire Control Room

As proposed on the building plans a fire control room in each high rise building

shall be established at entrance floor in accordance with the provisions contained

in clause 9.3.10 of UBBL-2016. Trained personal shall be appointed round the

clock to look after the fire protection arrangements in the building.

Emergency Response for Fire

A. Basic Actions

Immediate action is the most important factor in the emergency control because the first few seconds count.

Take immediate steps to stop Gas leakage / fire and raise alarm simultaneously.



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Stop all operations

Electrical system except the lighting and firefighting system should be isolated. If the feed to the fire cannot be cut off, the fire must be controlled not extinguished.

Start water spray systems in the areas involved in or exposed to fire risks.

In case of leakage of gas without fire and inability to stop the flow, take all precautions to avoid source of ignition.

Block all roads in the adjacent area and enlist police support for the purpose, if warranted.

B. Action in the Event of Fire

Basic actions as detailed above.

Extinguishing fires: A small fire at a point of leakage should be extinguished by enveloping with a water spray or a suitable smothering agent such as CO2 or DCP. Fog nozzles should be used.

Firefighting personnel working in or close to un-ignited vapour clouds or close to fire, must be protected continuously by water sprays. Fire fighters should advance towards the fire downwind if possible.

7.2.2 Demolition Construction Hazard

The Demolition and construction work will be outsourced to private contractors,

The Environmental Management and Disaster Management is detailed in Annexure

XVII.

The Operational Phase Risk and hazard analysis and Management is described

below.

7.3 Risk and Vulnerability Assessment

Risk Analysis

Risk has been defined by the United Nations as a measure of the expected losses

due to a hazard event of a particular magnitude occurring in a given area over a

specific time period. The level of risk depends upon the nature of the hazard, the

vulnerability of the elements which it affects and the economic value of those

elements. As communities grow larger, more established and more complex,

experience has shown that the level of risk which they face increases. Risk Analysis



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means the identification of undesired events that lead to the materialization of a

hazard, the analysis of the mechanisms by which these undesired events could

occur and, usually, the estimation of the extent, magnitude, and likelihood of any

harmful effects.

Vulnerability Analysis

The vulnerability of a particular element of society is defined as the degree of loss

which it would suffer as a result of a specific hazard event. The nature of

vulnerability and its assessment vary according to whether the element involved

represents people and social structures, physical structures, or economic assets

and activities. The vulnerability of an area is determined by the capacity of its

social, physical and economic structures to withstand and respond to hazard

events. The concept of vulnerability implies a measure of risk combined with the

level of social and economic ability to cope with the resulting event in order to resist

major disruption or loss. In this part, on the basis of nature of hazards, socio-

economic parameters and institutional arrangements and community preparedness

Strength, Weakness, Opportunity Threats (SWOT) risk and vulnerability

assessment has been conducted.

Vulnerability Matrix of Delhi District N NW C W SW ND S SE NE SH E

Earthquake Flood Fire

Building Collapse

INDEX Districts

N: North, NW: North West, C: Central, W: West, SW: South West, ND: New Delhi, S: South, SE: South East, NE: North East, SH: Shahdara, E: East

Vulnerability: High Moderate Low Nil



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Table 7.1 Prevention & Mitigation Measures

Key Aspect Mitigation Measures

Prevention or

mitigation for disaster

risk reduction

Hazards, Risk, and Vulnerability Assessment

Human resource development

Launching demonstration projects

Safety education in educational institutions

Documenting lessons from previous disasters and

ensuring their wide dissemination

Preparing DM plans, regular updating, and mock

drills

Strengthening early warning systems

Mainstreaming of disaster risk assessment, mapping

and management into development plans and

programs

Revision of building codes and standards for

rehabilitation reconstruction practices both for urban

and rural areas

Retrofitting techniques

Rapid visual surveys for safety evaluation of buildings

Training and skill development for masons and other

artisans

Promoting community-based DM taking into account

specific needs, regional diversities and multi-hazard

vulnerabilities

Preparedness and response plans at all levels

Community-based DRR and DM plan

Effective

preparedness and

response

Emergency response capabilities – EOCs,

infrastructure, equipment upgrades and adoption of

best available technologies

Strengthening of the Fire and Emergency Service

through revamping, institutional reforms, and

modernization

Comprehensive revamping of Fire and Emergency

Services with institutional reforms and modernization

Adoption and adaptation of emerging global good



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practices

Rigorous training and HRD of first responders

Early warnings, maps/ satellite data/ effective

dissemination of information

Table-top exercises, simulations, and mock drills to

improve operational readiness of the plans

Rescue equipment at all levels

Systems to provide basic services in emergencies

Housing and Temporary shelters

Medical care for casualties, health care and sanitation

Power and fuel supply management

Transportation systems and network

Recovery and Build

Back Better

Post-Disaster Needs Assessment systems and

expertise

Credible damage assessment mechanisms and

expertise

Studies on past disasters and recovery to draw useful

lessons

Source: National Institute of Disaster Management (NIDM)

7.3.1 The Key Elements of Emergency Preparedness:

Once the likelihood of a disaster is suspected, action has to be initiated to prevent

a failure. The project in-charge, responsible for preventive action will identify

sources of repair equipments, materials, labour and expertise for use during

emergency. The multiple floors of a high rise building create the cumulative effect

of requiring great numbers of persons to travel great vertical distances on stairs in

order to evacuate the building.

The Building in-charge will notify the occupants for the following information:

Early Warnings ( Through an alarm or Voice communication system)

Exit routes (Adequate means of egress).

Safety areas (Assembly points)

Nearest infrastructure facilities ( Medical aid / Fire aid)

Occupant Familiarity with the plan through and Practice (Sign ages /

Evacuation plan)



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7.3.2 EMERGENCY COMMUNICATION SYSTEM

An efficient communication system is absolutely essential for the success of any

disaster management plan. Different types of alarms to differentiate types of

emergencies should be provided. In case of failure of alarm, placards/boards of

various colors should be used to indicate the situations. If everything fails, a

messenger should be used for sending the information and the various placards

mentioned would also be used. This has to be worked out in consultation with local

authorities involving police and fire department, hospital department considering

the following points.

Identify the relevant officials to be involved for the first, second and third level of

information

Preparation of the telephone directory of these officials and making available to

all concerned

Allotment of toll free number to a central communication center

Provide wireless communication tools to safety and security and communication

officers

Empowering central communication center with latest communication

equipment and tools

7.3.3 EMERGENCY PLANNING COMMITTEE

To ensure coordinated action, an Emergency Planning Committee will be

constituted. An Emergency evacuation plan based on local needs and facilities

available will be prepared. The broad content of plan will include following:

Demarcation of the areas to be evacuated with priorities.

Safe area and shelters.

Security of property left behind in the evacuated areas.

Functions and responsibilities of various members.

Setting up of joint control action.

An elaborate safety arrangement is designed for the proposed project as per the

requirement of National Building Code Part-IV.

Assembly areas for all type of buildings are allocated in their respective landscape

area which is sufficient for the emergency period.



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7.3.4 Evacuation Path

The road straight to the entrance gate is quite wide and no hazardous installation

besides the road. This road can be taken as the evacuation path.

The occupants of the fire floor and floors above and below should immediately use

the exit stairs to descend to a floor level that is least a few floors below the Fire

Floor. It is never appropriate to use the elevator during building emergency.

Buildings shall have written evacuation procedure for all emergencies.

7.3.5 Infrastructure

Following infrastructure & systems should be provided to meet emergencies.

a) First aid boxes

b) Gas masks

c) Telephone line with STD facility

d) Emergency lighting system

f) Stretchers

g) Transport facility

h) Fire-fighting machinery

7.3.6 Emergency Services

This includes fire-fighting system, first aid center, hospital etc. Alternate sources of

power supply for operating fire-pumps, communication with local bodies, fire-

brigade etc. should also be clearly identified. Adequate number of external and

internal telephone connections should be installed.

7.4 Record Keeping and Reporting

Records will be maintained for regulatory, monitoring and operational issues. Log

book of Equipment inspection and calibration records, Vehicle maintenance and

inspection records, incident records, Maintenance of Corporate Social

Responsibilities towards the society even after the completion of construction of the

project work and during the Operation/maintenance phase.



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TABLE 7.2 FACILITES NEAR TO THE BUILDING IN CASE OF NATURAL DISASTER

S. NO Description Distance Direction Contact No

1. Charak Palika Government Hospital 1.0 km NW +91 11 2611 7879

2. Apollo Hospital 1.4 km ESE 099990 11202

3. Safdarjung Hospital 1.4 km E 011 2616 5060

4. AIIMS Hospital 1.9 km E 011 2658 8500

5. Sadhu Vaswani Mission Medical Centre 1.37 km WNW +91 11 2411 4316

6. Primus Super Specialty Hospital 1.56 km NNW +91 11 6620 6630

7. Nehru Homoeopathic Medical College and Hospital 3.8 km E +91 11 2433 4225

8. Max Super Speciality Hospital 5.2 km SSE +91 11 2651 5050

9. Police Control Room - - 100

10. Ambulance - - 101

11 Delhi Fire Station 0.3 km S +91 11 2617 3583

12. Safdarjung Fire station 2.5 km NE +91 11 2461 1111

13. Fire Station Naraina 7.6 km NW 91 11 2579 8798

14. Hari Nagar Fire Station 8.73 km NW +91 11 2514 1433

15. Coastal security helpline - - 1093


CHAPTER 8 - PROJECT BENEFITS

130 SEPTEMBER 2017

8. PROJECT BENEFITS8.1 INTRODUCTION

The project will have huge socio-economic impact benefits in the region as a whole. The

project will generate employment opportunities to the local people thereby upgrading

the prosperity of the region. Thus the project will enhance the economic status of the

neighboring community both during construction and proposed phase. It is for

Government Offices (GPOA) and General Pool residential accommodation (GPRA)

with advanced facilities under Ministry of Housing and Urban Affairs.

8.2 CONSTRUCTION PHASE

8.2.1 Employment

The major benefit due to the proposed project will be in the sphere of generating

temporary employment for substantial number of workers. Construction workers will

be deployed locally benefiting them to a great extent.

8.2.2 Community Services

The proposed project will employee local people to the extent possible reducing the need

for creation of additional infrastructure.

8.2.3 Transportation

Construction phase of plant and other facilities will involve movement of material of

great magnitude. The material to be transported includes earthwork, concrete, steel and

other materials. Transportation of construction materials to the project site will result

in increased traffic in the area, which will certainly put additional load on the existing

road infrastructure. So, based on the above, it can be said that the proposed project will

result in improving the infrastructure facilities of the area.

8.3 OPERATION PHASE

8.3.1 Socio-Economic and Community Development

The socio-economic conditions of the population in the region represent the standard

and quality of life. The important indicators, which decide the quality of life and require

to be improved for better living conditions are literacy levels, occupational structure,


CHAPTER 8 - PROJECT BENEFITS

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industrial development, infrastructure facilities, transportation and communication

facilities etc.

A full time Community development team is employed to supervise the development

activities. The social welfare activities planned include:

Health

Women empowerment

Socio religious activity

Infrastructure development and

Income generation (employment)

Total health care will be ensured by regular medical checkup by team of doctors. Team

will visit every week and medicines/treatment will be given to the workers.

8.4 CORPORATE SOCIAL RESPONSIBILITY


colony by NBCC (India) Limited. Since NBCC (India) Limited is a blue-chip Government

of India Navratna Enterprise under the Ministry of Housing and Urban Affairs,

Corporate Social Responsibility is not applicable.


CHAPTER 9 - ENVIRONMENTAL COST BENEFIT ANALYSIS

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9. ENVIRONMENTAL COST BENEFIT ANALYSIS

Not applicable as this chapter is needed if recommended at the scoping stage.


CHAPTER 10 - ENVIRONMENT MANAGEMENT PLAN

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10. ENVIRONMENTAL MANAGEMENT PLAN

10.1 GENERAL

An Environmental Management Plan (EMP) is a site specific plan developed to ensure

that the project is implemented in an environmentally sustainable manner where all

contractors and subcontractors, including consultants understand the potential

environmental risks arising from the proposed project and take appropriate actions to

properly manage that risk. EMP also ensures that the project implementation is carried

out in accordance with the design and the mitigation measures as recommended in the

Environment Impact Assessment study to reduce the adverse impacts during the

project’s life cycle. The plan outlines existing and potential problems that may adversely

impact the environment and recommends corrective measures where required. Also, the

plan outlines roles and responsibility of the key personnel and contractors who are

charged with the responsibility to manage the proposed project site and its

surroundings.

The EMP is generally:

Prepared in accordance with the approved ToR given by MoEF&CC and in

compliance with the rules and requirements of Central Pollution Control Board

(CPCB)

To ensure that the proposed facilities are operated in accordance with the design

A process that confirms proper operation through supervision and monitoring

A system that addresses public complaints during construction and operation

of the facility and take appropriate corrective action plans to overcome those

unwanted situation

A plan that ensures remedial measures are implemented immediately

The key benefits of EMP are that it provides the organization with means of managing

and improving its environmental performance thereby allowing it to contribute to better

environmental quality. The other benefits include cost control and improved relations

with the stakeholders. EMP includes four major elements.



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10.2 ELEMENTS OF EMP

Commitment & Policy: The proposed project management will strive to provide and

implement the Environmental Management Plan that incorporates all issues related to

environmental and social components and will comply with the suggestions given by

MoEF&CC.

Planning: This includes identification of environmental impacts and setting

environmental objectives. The various potential impacts are discussed under Chapter

4.

Implementation: This comprises of resources available to the developers, accountability

of contractors, training of operational staff associated with environmental control

facilities and documentation of measures to be taken.

10.3 PLAN FOR ENVIRONMENTAL MANAGEMENT

Based on project description, Environmental Baseline Data and Environmental Impacts,

the Environmental Management Plans are suggested of the following:

Institutional set up for EMP Implementation

Construction Safety and Occupational Health Management

Rain Water Harvesting

Solid waste Management

Green Belt Development & Management

Energy Management

10.3.1 ENVIRONMENTAL MANAGEMENT CELL (EMC)

Environment Management Cell (EMC) will look after the environment related

matters during the construction and operation phase of the project. EMC will

perform the following assignments.

Periodic monitoring of emissions and report any abnormalities for immediate

corrective measures.

Periodic monitoring of ambient air quality, ground and surface water quality.

Periodic noise monitoring of the building zone and surrounding area.

Regular monitoring of storm water drains.



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Green belt plantation, maintenance, development of other forms of greenery.

Regular monitoring of solid wastes quantity and ascertaining avenues for

utilization of solid wastes.

Development / maintenance of schemes for water conservation.

The Environmental Management Cell (EMC) will take the overall responsibility for

coordination of the actions required for environmental management and mitigation, and

for monitoring the progress of the proposed management plans and actions to be taken.

The organizational set up of the Environmental Management Cell is shown in Figure

10.1.

+

FIGURE 10.1 ENVIRONMENTAL MANAGEMENT CELL

Source: ABC Techno Labs India Pvt. Ltd.

10.4 ENERGY CONSERVATION & MANAGEMENT

Construction of the buildings will require additional power and energy requirement. To

minimize the energy consumption, buildings will be designed and constructed according

to Energy Conservation Building Code 2017 and also to reduce heat gain, use of

ASHRAE 90.1 which sets minimum energy standards for buildings.

The following methods could be implemented to the proposed buildings.

Environmental Management Cell

Safety & Health Officer

Occupational Health &

Fire &

Electrical

Environmental Engineer

Solid Waste Management

Sewage Treatment Plant

Energy Management Green Belt

Development &



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Use of CFL/LED light fittings or star rated light fittings in common areas

Usage of Solar water heating systems.

Usage of energy efficient equipment and appliances.

Use of glazed windows with proper sealing to minimize infiltration.

Use of copper wound transformer.

Use of occupancy sensors and dimmers for lights in the parking areas.

Use of gearless, machine room less elevators with variable frequency drive

motors for energy

Use of Variable frequency drives motors in pumps.

TABLE 10.1 ENERGY SAVINGS CALCULATION

ENERGY SAVING IN EXTERNAL LIGHTING (A) Electrical load Calculations by using HPSV lamps (100% of Total Fixtures 477)

Type of load Diversity

S. No. Point description

Total qty.

(in Nos.)

Load for each

(in watts)

Total load (in watts) Diversity Working load

(in KW)

1 Sodium Street

Lights 477 70 33,390 1 33.39

Total 33.39 Total Consumed per hour 33.39

Operating Time Assumed In a day 10 hour Energy Consumed Per day 333.90

Energy Consumed Per Annum A 1,21,874 KW (B) Electrical load Calculations by using 20% Solar Lighting LED

(20% of Total Fixtures 477) Electrical load Calculations by using LED lamps (80% of Total Fixtures 477)

Type of load Diversity

S. No. Point description

Total qty.

(in Nos.)

Load for each

(in watts)

Total load (in watts) Diversity Working load

(in KW)

1 Solar Street Lights 95 40 3800Watts 1 3.80 2 LED Street Lights 382 60 22920Watts 1 22.92

Total 26.72

(C) (i) Total Energy Consumed per hour by Solar Street Lights 3.80 KW

Operating Time Assumed In a day 10 hour Energy Consumed Per day 38 KW Energy Consumed Per Annum B 13,870 KW (ii) Total Energy Consumed per hour by LED Street Lights 22.92 KW

Operating Time Assumed In a day 10 hour



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Energy Consumed Per day 229.2 KW Energy Consumed Per Annum C 83,658 KW

(D) Total Energy Consumed per Annum by Solar light & LED Street Lights B+C 97,528 KW

Energy Save Per Annum A-C 24,346 KW Percentage Energy Save Per Annum 19.97 % Hence by following above steps we can save around 24,346 units/Annum. Hence by following above steps we can save around 66.7 units/day Source: NBCC (India) Limited

TABLE 10.2 CALCULATION ON SIZING OF SOLAR WATER HEATING SYSTEMS

Type No of towers

Units per

tower

Total population

Total water requirement

@135 ltrs per person

Domestic 65% of total

Total hot water 20

% of domestic

Solar water requirement 20% of hot

water requirement

Say

TYPE 2 19 78 351 47385 30800.25 6160.05 1232.01 1200 X 19 Nos. TYPE 3 18 78 351 47385 30800.25 6160.05 1232.01 1200 X 18 Nos. TYPE 4A 10 41 184.5 24907.5 16189.88 3237.975 647.595 650 X 10 Nos. TYPE 4B 10 42 189 25515 16584.75 3316.95 663.39 650 X 10 Nos. TYPE 5A 4 38 171 23085 15005.25 3001.05 600.21 600 X 4 Nos. TYPE 5B 11 42 189 25515 16584.75 3316.95 663.39 650 X 11 Nos. TYPE 6A 2 28 126 17010 11056.5 2211.3 442.26 450 X 2 Nos. TYPE 6B 16 31 139.5 18832.5 12241.13 2448.225 489.645 500 X 16 Nos. SARATEC Hostel 400 X 1 Nos. Service apartment 2000 X 1 Nos. Total solar units 92 Nos.

10.5 DEVELOPMENT OF GREENBELT

10.5.1 OBJECTIVIES

The main objective of the greenbelt is to provide a barrier between the plant and the

surrounding areas. The greenbelt helps to capture the fugitive emissions and to

attenuate the noise generated in the plant apart from improving the aesthetics of the

plant site. Plantation program should be undertaken in all available areas. This should

include plantation in the project site premises, along the internal and external roads,

along the administrative buildings and other open areas. The tree species selected for

greenbelt include the native species. These trees will be planted in several rows with a

tree density of 400 trees/ha.



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10.5.2 DESIGN OF GREEN DEVELOPMENT

To provide a dense tree cover and to provide good sound and dust barriers, the tree

species are planted in open areas of the redevelopment project. As per guidelines of

CPCB, the three main criteria for selection of plants may be as follows,

Trees, shrubs will have dense foliage with a large surface area, because leaves absorb

pollutants.

Evergreen trees are found to be more effective.

The species chosen must be resistant to pollutants, particularly in the early stages

of their growth.

The species chosen may be native species and drought tolerant.

TABLE 10.3 DETAILS OF GREENBELT DEVELOPMENT

1. Greenbelt Area 1,84,769 Sq.m

2. Existing No. of. Trees 3,906

3. No. of Trees to be felled 3,033

4. No. of Trees to be retained 873

TABLE 10.4 LIST OF EXISTING TREES IN THE PROJECT SITE

S. No Name No of trees S. No Name No of trees 1 Molesary 31 38 Sirus 16 2 Kaner 79 39 Lasuda 3 3 Alastonia 133 40 Gullar 48 4 Bakan 104 41 Gulmohar 24 5 Jamun 135 42 Bottle Brush 34 6 Sahjan 10 43 Saru 5 7 Sahtoot 147 44 Ber 28 8 Champa 85 45 Peepal 123 9 Chameli 2 46 Kadipatta 9 10 Eucalyptus 21 47 Jamun 137 11 Belpattar 67 48 Samel 151 12 Banyan 9 49 Jungle Jilebi 40 13 Neem 345 50 Palm 17 14 Karipatta 2 51 Sehajna 13 15 Ashok 490 52 Shisham 1 16 Amrood 3 53 Imli 6



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17 Silver Oak 9 54 Nimbu 58 18 Papari 23 55 Kathal 9 19 Papri 37 56 Ullu 13 20 Sonjanam 10 57 Kasnar 4 21 Mango 344 58 Babool 1 22 Sirus 18 59 Saimal 129 23 Sehana 5 60 Saijana 33 24 Sagwan 1 61 Chui Mui 10 25 Pilkhan 338 62 Bael 34 26 Sehmali 1 63 Marod Fali 18 27 Kachnar 21 64 Rajas Tonia 5 28 Arjun 10 65 Phycax 9 29 Gullar 36 66 Papdi 38 30 Safeda 13 67 Bargad 3 31 Harshingar 29 68 Sasora 1 32 Seesham 3 69 Rubee Plant 18 33 Gurhal 9 70 Banyan 8 34 Guava 63 71 Safeda 12 35 Amla 1 72 Dry tree 20 36 Amltash 140 73 Patranja 13 37 Ficus 49

Total 3906

TABLE 10.5 LIST OF TREES TO BE FELLED IN THE PROJECT SITE

S. No Name No. of. Tress S. No Name No. of. Tress

1 Ashok 387 38 Bargad 3 2 Palm 18 39 Peepla 6 3 Gullar 44 40 Baikan 40 4 Jamun 98 41 Gulmohar 5 5 Sahjan 6 42 Arjun 7 6 Champa 72 43 Ullu 75 7 Neem 271 44 Saimal 107 8 Molesary 9 45 Aam 329 9 Sirus 14 46 Sagwan 5 10 Samel 21 47 Amaltash 121 11 Sahtoot 4 48 Banyan 8 12 Kachnaar 18 49 Pilkhand 16 13 Patranja 24 50 Keekar 12



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14 Papri 19 51 Peepal 90 15 Mango 56 52 Sahjaan 5 16 Silver Oak 6 53 Sasora 1 17 Belpattar 8 54 Semal 2 18 Guava 47 55 Shahtoot 119 19 Kaner 52 56 Saru 2 20 Kadipatta 8 57 Jungle Jalebi 19 21 Karipatta 1 58 Chui Mui 8 22 Ber 18 59 Kekar 5 23 Bakan 51 60 Bail Pattar 38 24 Alastonia 110 61 Rubee Plant 13 25 Amrood 2 62 Samila 9 26 Sehana 3 63 Kasnar 4 27 Sehmali 1 64 Belpatter 217 28 Eucalyptus 19 65 Safeda 12 29 Sehajna 33 66 Bail 17 30 Bottle Brush 31 67 Dry tree 17 31 Ficus 24 68 Palm 1 32 Pilkhan 119 69 Har Signar 27 33 Nimbu 29 70 Kadi Patta 23 34 Chameli 1 71 Suru 2 35 Imli 5 72 Gular 19 36 Lasuda 1 73 Kathal 8 37 Sehtoot 11 Total 3033

REDEVELOPMENT OF GENERAL POOL RESIDENTIAL ACCOMMODATION (GPRA) COLONY AT NETAJI NAGAR CHAPTER 10 – ENVIRONMENT MANAGEMENT PLAN

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FIGURE 10.2 GREENBELT DEVELOPMENT PLAN

Source: NBCC (India) Ltd



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10.6 RAIN WATER HARVESTING SYSTEM AND STORM WATER MANAGEMENT

Rain water harvesting trenches will be constructed all around the compound wall to

collect rain water. Excess storm water will be allowed to drain into the external storm

drain. The depth of the trench will be 1.2 m and the width will be 0.9 m. The trench

will be filled with rounded pebble 25 to 40 mm size. The sectional detail of the

proposed rain water recharge pit. The existing rainwater harvesting structures are

given in Figure 3.3.

The path ways around the harvesting lines will be graded to facilitate drainage into

trenches proposed around the compound. Recharge wells/pits are envisaged along

the path of the storm water drains for rain water recharging & surplus water from

the recharge wells/pits shall be diverted to the storm water drainage network.

The collected storm water will be allowed to percolate to the sub-soil by suitably

designed percolation pits. The pits will be designed based on the soils percolation

capability. The subsoil water table is high in these areas and however harvesting pits

with bores will be provided.

Percolation pits of suitable numbers will be provided for recharge of ground water

potential. A total of 62 rain water harvesting pits will be constructed. The quantity

of run-off water potential for the proposed construction project is given below. The

rainwater harvesting arrangement helps in replenishing the underground water

column and soil lithography is given in Table 3.10.

TABLE 10.6 SOIL LITHOGRAPHY

Sl. No. Depth Below G.L.(m) Soil Classification

1. 0.0 - 1.0 Filled up (Building Material) 2. 1.0 - 2.50 Coarse grained soil (Silty Sand) 3. 2.50 - 2.80 Silty sand - sandy gravel 4. 2.80 - 4.50 Sandy silt of low plasticity 5. 4.50 - 6.00 Silty sand 6. 6.00 - 12.00 Fine coarse grained silty sand 7. 12.00 - 27.00 Rocky Strata

Source: Soil Test Report

Rain Water harvesting will be done through the trench which is provided with the

pebble bed of 1500 mm width & 1000 mm depth all around the building which will

be filled with rounded pebble of size 25 to 40 mm. The path ways will be graded to



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drain into rain water drain channels proposed in main drive ways/ roads, so that

rain water from the terrace flow over this pavement and spread into the pebble bed.

Storm water Management plan to abate the flooding of the surrounding areas

considering the catchment area following the guidelines laid down in storm water

design manual is given in table below.

TABLE 10.7 RAINFALL RUN OFF CALCULATION

Maximum storm runoff using Lloyd Davis Formula

S. No Description

Runoff Co-efficient

(Cr)

Critical Rainfall Intensity (Hourly Maximum Rainfall in Centimeters) (i)

Catchment area in

Hectares (A)

Peak Storm Runoff

(m3/hr) (Qp)

1 Roof Area 0.85 5 8.435 3585.001

2 Paved Area 0.75 5 17.718 6644.414

3

Unpaved

Area 0.15 5 18.087 1356.506

Total 44.240 11,585.921

Source: ABC Techno Labs India Pvt. Ltd

The collected storm water will be allowed to percolate to the sub-soil by suitably

designed percolation pits. The pits will be designed based on the soil percolation

capability. The subsoil water table is high in these areas and however harvesting pits

with bores will be provided. The rain water harvesting layout is enclosed

as Annexure I.



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FIGURE 10.3 RAIN WATER HARVESTING PIT AND TRENCH DETAILS

Source: NBCC (India) Ltd

10.7 EXPENDITURE ON ENVIRONMENTAL MANAGEMENT

The implementation of the pollution control and environmental monitoring and

management programme is the basis of mitigation of impacts. The environmental

expenditures show commitment of the management on environmental front. The

details of the expenditure on environmental measures are given in Table 10.7 & 10.8

TABLE 10.8 ENVIRONMENTAL MANAGEMENT PLAN – BUDGET

(CONSTRUCTION)

S.No Description Capital Cost (Rupees in Lakhs)

Recurring cost (Rupees in

Lakhs) 1 Toilets & sanitation facilities 3.0 1.0 2 Water Sprinkler for dust Control 4.5 1.5

3 Construction Waste management 3.5 1.2

4 Occupational Health and Safety 7.0 2.5 Total 18.0 6.2



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TABLE 10.9 ENVIRONMENTAL MANAGEMENT PLAN – BUDGET

(OPERATION)

S.No EMP Component Capital Cost (Rupees in

Lakhs)

Operational Cost Lakhs /

Annum

1. Water Conservation Measures & Sewage Water Treatment Plant

1,350.0 85.0

2. Energy Conservation Measures

(Solar equipments) 80.0 6.5

3. Solid waste management 115.0 15.0

4. Green Belt Development 23.0 2.5

5. Monitoring of Environmental

components - 9.0

6. Environmental Management Cell - 7.0

Total 1,568.0 125.0 Source: ABC Techno Labs India Pvt. Ltd


CHAPTER 11 - SUMMARY & CONCLUSION

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11. SUMMARY & CONCLUSION

11.1 INTRODUCTION

This chapter presents the justification for implementation of the project, Summary of

anticipated impacts and mitigation measures and conclusions.

11.2 JUSTIFICATION FOR IMPLEMENTATION OF THE PROJECT

The proposed redevelopment project will have marginal adverse impacts on the local

environment. However, with the implementation of the proposed pollution control and

environment management measures, the minor impacts anticipated due to construction

and operation of the proposed plan will be mitigated.

The proposed redevelopment project will provide business opportunities for the local

people, they will also be benefited in the areas such as education, health care,

infrastructure facilities and women empowerment. Thus, in view of considerable

benefits from the project without any major adverse environmental impact, the proposed

project is most advantageous to the region as well as to the nation.

11.3 SUMMARY OF ANTICIPATED ENVIRONMENTAL IMPACTS AND MITIGATION

MEASURES

The summary of anticipated adverse environmental impacts due to the proposed project

and mitigation measures is given in Table 11.1.



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TABLE 11.1 ANTICIPATED ADVERSE ENVIRONMENTAL IMPACTS AND MITIGATION MEASURES

(CONSTRUCTION & OPERATION)

Discipline Potential Negative Impacts

Probable Source Mitigation Measures Remarks

CONSTRUCTIONAL IMPACT

Air Quality Increase in ambient dust (PM) and NOX levels

Vehicular movements, excavation and leveling activity

• Sprinkling of water in the construction area and unpaved roads. Proper maintenance of vehicles shall be done. Restrict dust-generating activities, such as blasting or top soil removal, to calm wind conditions. Cover heavy vehicles moving offsite. Restrict vehicle speed on construction roads and ensure vehicles use only dedicated construction roads and access points.

• Visually monitor particulate emissions from diesel vehicles and carryout regular maintenance of equipment.

Construction vehicles will be maintained properly for reducing air pollution levels from vehicle exhausts.

Noise Quality

Increase in ambient noise level

Construction equipment and vehicle movement

• Develop and implement a construction noise management plan.

• Limit hours of construction where

practical. Where blasting occurs, pit shapes and blast campaigns will be designed such that the blast faces are oriented away from noise sensitive receivers.

Equipment shall be kept in good condition to keep the noise level within 90-dB(A). Workers shall be provided with necessary protective equipment e.g.earplugs, earmuffs



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• The workers operating high noise machinery or operating near it will be provided with ear plugs. The high noise generating stationary machinery will be located at central portion of the site Construction contracts should specify that the construction equipment should meet the noise and air emission levels as per EPA Rules, 1986.

• Identification of alternate access roads to

the site to facilitate one-way movement of traffic or reduction of traffic density on any particular road

• Improvement of road surface to standards

adequate to withstand movement of heavy construction vehicles.

• Installing appropriate signage and deploying flagmen during peak traffic period to regulate the movement of traffic

Water Quality

Increase in suspended solids due to soil run-off during heavy precipitation

Increase of water Pollutants

Loose soil at construction site Discharge of

• During monsoon season run-off from construction site shall be routed to a temporary sedimentation tank for settlement of suspended solids.

• All wastewater discharges from

construction site will be received in septic tanks with adequate capacity.

---



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wastewater from construction

• Oil handling and storage area will be

surfaced and provided with catch pit to intercept any accidental spillages

Ecology Clearing of Vegetation

Soil enabling activities

Landscaping and extensive plantation shall be done.

Open spaces reserved will be green turfed and appropriate type of plantations will be done.

Socio-economics

Land oustees Land Acquisition

The project site is already in possession of the project promoters and free from encumbrances, hence land acquisition and resultant rehabilitation and resettlement issues are not involved.

---

Excavated Material

Loss of excavated top soil

Excavation The topsoil shall be properly stored and used for levelling in the low-lying area. The construction debris shall be used to level the low lying area

---

Traffic Creation of Traffic Material carrying vehicles

Improvement and widening of the existing access roads. Establishment of additional connecting roads to the project site to provide multiple accesses points.

---

OPERATIONAL IMPACT

Discipline Potential Negative Impacts

Probable Source Mitigation Measures Remarks

Air Quality Increase in dust

(PM) and gaseous

Vehicular traffic, Stack

• Usage of low sulphur fuel in DG sets. • Adequate stack height is provided for the

generators for dispersion of pollutants.

Emissions from DG sets and AAQ levels



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pollutants in

ambient air

emissions from DG sets

• Motorable roads in the building shall be paved to reduce dust emission.

• Restricting the speed of the vehicles inside the campus.

• Internal roads will be maintained properly for free movement of vehicles.

• Ensure operational procedures are adequately implemented and regularly reviewed so as to identify opportunities for continual improvement.

• Green belt will be developed which acts as pollutants absorber.

• Roadside tree plantation to be restored and maintained.

shall be maintain below regulatory standards

Noise Increase in noise

levels

DG sets operation, Vehicle movement, pump house

• Acoustic enclosure is provided for D.G. sets. • Ear muffs / plugs will be provided to the

personnel in the close vicinity of noise sources. • Restricting the speed of the vehicles inside the

campus. noise levels • Pumps / equipments shall be designed to

conform to noise levels prescribed by regulatory agencies

• Green belt will be developed which acts as noise absorber.

Green belt will also be developed all along the boundary wall for attenuating the noise

Water Resources

Depletion of ground / surface water source

Water usages in different locations

• Rain water harvesting structures will be constructed to recharge the ground water.

• Rainwater from the roof top will be taken to Recharge Trench constructed near all the buildings.

Conducting water audit to increase the water conservation measures



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• Selection & use of native species of vegetation to reduce landscape water requirement.

• Minimizing the paved surfaces to minimize the storm water runoff volume thereby increases the aquifer recharge.

• An effective storm water management plan will be implemented.

• Storm water drains will be constructed to collect the excess runoff within the compound.

• Water efficient fixtures and devices can be used. Water Quality

Deterioration of quality of receiving water body, if any

Sewage discharge from various sources

Sewage from the proposed buildings will be conveyed to the proposed Sewage Treatment Plant. The treated sewage from STP will be reused for green belt development, toilet flushing and HVAC. There will be no excess treated sewage will be disposed outside.

The treated sewage will be regularly monitored for its confirmation to the regulatory standards.

Traffic Increase of vehicle count in existing road

Additional vehicle movement

Improvement of infrastructure, use of modern emission standard vehicles for transportation, provision of the proper parking yard and evaluate impact of traffic density and vehicular emissions

Proper roads will reduce the dust emissions to a great extent.

Solid waste

Impact on human health

Domestic usage

a) Proper segregation and collection of wastes will be practiced.

b) The non-biodegradable solid wastes are sold to vendors and while transporting the waste the vehicles are covered properly to avoid spillages

c) Biodegradable waste will be collected, segregated and treated by Organic Waste Converter.

-

Demography and

Strain on existing amenities like

Influx of people of

All ultra-modern work environments shall be provided inside the project site.

The proposed project would generate



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Socioeconomics

water sources and sanitation and infrastructure facilities

proposed project

employment both directly and indirectly which will enhance overall socioeconomic development and quality of life of people.

Terrestrial Ecology

Impact on plant Species

Vehicular movement and emissions from stack

• It is proposed to develop lawns and green cover. • Part of the treated wastewater from domestic

uses can be used for greenbelt development

As emissions will be within limits, no active damage to vegetation is expected.

Fire and Safety

Accidents /disasters related to fire and safety

Domestic firing

• Prepare DMP and implement DMP. • A well-laid firefighting system and fire

extinguishers will be installed as per fire safety norms

• Regular fire safety training and mock drills will also be conducted.

Source: ABC Techno Labs India Pvt. Ltd



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11.4 CONCLUSION

The proposed redevelopment project will have certain level of marginal impacts on the

local environment. However, development of this project has certain beneficial

impact/effects in terms of providing the positive impact both during Construction and

operation phase of the project.

Thus, it can be concluded that with the judicious and proper implementation of the

pollution control and mitigation measures, the proposed project will be beneficial to the

society and will contribute to the economic development of the region in particular and

country in general.


CHAPTER 12 - DISCLOSURE OF CONSULTANT

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12. DISCLOSURE OF CONSULTANT

12.1 BACKGROUND OF THE PROJECT

ABC Techno Labs India Private Limited is an ISO 9001, ISO 14001 & OHSAS 18001

Certified Company & leading Environmental Engineering & Consultancy Company. ABC

is the first firm to be accredited by NABET (National Accreditation Board for Education

and Training), Quality Council of India, as an EIA Consultant. ABC is equipped with in-

house, spacious laboratory, accredited by NABL (National Accreditation Board for

Testing & Calibration Laboratories), Department of Science & Technology, Government

of India. Copy of the NABET accreditation is given in the last page.

Since establishment our focus is on sustainable development of Industry and

Environment based on sound engineering practices, innovation, quality, R&D and most

important is satisfying customers need. The company has successfully completed more

than 100’s projects of variety of industries, in the field of pollution control. We are also

dealing in the projects of waste minimization and cleaner production technology. Our

team of technocrats and scientists are well experienced to deal with the Designing,

Manufacturing, Fabrication, Installation and Commissioning of Effluent/Wastewater

Treatment Plants, Sewage Treatment Plants, Combined Treatment Plants.

We are having a well experienced team of Scientists & Engineers who are looking after

our well-equipped analytical laboratory with a facility including analysis of physical,

chemical and biological parameters as per the requirements of the State Pollution

Control Board and our clients.

12.2 QUALITY POLICY

Providing high quality consultancy services

Time bound completion of projects and submission of reports

Employing competent engineers and scientists

Implementing the best available technology

Maintaining a good quality products and public relation practice

Continually improving the effectiveness of Quality Management System



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12.3 MANAGEMENT AND BOARD OF DIRECTORS

1. Mr. G. Murugesh Chairman & Managing Director

2. Mrs. G.V. Nagavalli Director

3. Ms. G.M. Priyanka Director

4. Ms. D. Vaishnavi Director

5. Mr. V. Ganapathy Director

6. Dr. R.K. Jayaseelan Director - Technical

12.4 SERVICES OFFERED

A. ENVIRONMENTAL SERVICES

Environmental Impact Assessment (EIA)

Environmental Management Plan (EMP)

Social Impact Assessment (SIA)

Environmental Baseline data collection for Air, Meteorology, Noise, Water,

Soil, Ecology, Socio-Economic and Demography etc;

Environmental Monitoring

Socio Economic Studies

Resettlement & Rehabilitation Plan

Ecological & Human Health Risk Assessment Studies

Ecological Impact Assessment

Environmental Management Framework

Solid Waste Management

Hazardous Waste Management

Internship & Training

B. MULTILAB DIVISION

Chemical Testing

Environmental Testing

Microbiological Testing

Food Testing

Metallurgical Testing



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Mechanical Test

Chemical Testing

C. TURNKEY PROJECTS

Water Treatment Plants

Sewage Treatment Plant

Recycling & Water Conservation Systems

Zero Discharge System

Operation & Maintenance of Water & Waste Water Plants

Water & Waste Water Treatment Chemicals

Pilot Plant studies

Feasibility studies & preparation of budgetary estimates

12.5 SECTORS WE SERVE

Mining of Minerals including Opencast/Underground mining

Thermal Power Plants

Mineral Beneficiation including Pelletisation

Metallurgical Industries ( Ferrous & Non Ferrous)

Chlor-alkali Industry

Textile- cotton & Man-made fibre

Coke Oven Plants/ Waste Heat Recovery

Synthetic Organic Chemical Industries

Sugar, Distilleries and Cogeneration

Integrated Paint Industries

Common Municipal Solid waste Management facility

Industrial Estates/ Parks/Complexes/Special Economic Zones

Common Effluent Treatment Plants

Building & Construction Projects,

Townships & Area Development Projects



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12.6 STUDY TEAM

The multidisciplinary team included expertise in Environmental Impact Assessment, Air

pollution & Control measures, Noise Control measures, Ecology and bio-diversity, Land

use, Geology, Environmental Chemistry and Socio-Economic planner.

NAME ROLE

Dr. R.K. Jayaseelan EIA coordinator Synthetic Organic Chemicals

Industry & Functional Area Expert - Land use,

Water Pollution, Prevention & Control

Mr. R. Rajendran FAE - Air Pollution, Prevention and Control,

Municipal Solid Waste

Dr. Thillai Govindarajan FAE - Hydrogeology, Geology

Mrs. Vijayalakshmi FAE - Risk Assessment & Hazard management,

Noise & Vibration

Dr. Geetha Shreeneevasakam FAE - Socio-Economic

Mr. Sameer V Deshpande Soil Conservation

Dr. N. Sukumaran Ecology & Biodiversity

Mr. M. Mohamed Assain Project Engineer / FAA Air Pollution, Prevention and

Control and Solid & Hazardous Waste Management

- Report Analysis and Documentation

Mr. M. Jaganath Project Engineer / FAA Water Pollution, Prevention

and Control and Solid & Hazardous Waste

Management - Report Analysis and Documentation

Ms. P. Indu Junior Project Engineer / FAA - Meteorology, Air

Quality Modeling & Prediction - Report Analysis and

Documentation

Mr. A. Ashok Kumar Junior Project Engineer / FAA - Solid & Hazardous

Waste Management and Air Pollution, Prevention

and Control - Report Analysis and Documentation

Mr. Robson Chinnadurai Team Member - Environmental Monitoring

Mr. Venkateshwaralu Team Member - Environmental Monitoring



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